RAWL Fixings - Specification and Design Guide

Specifi cation and Design Guide

Rawlplug LtdSkibo Drive

Thornliebank Industrial Estate

Glasgow G46 8JR, UK

Sales Tel: +44 (0) 141 638 2255

Sales Fax: +44 (0) 141 273 2333

Export Sales Fax: +44 (0) 141 273 2336

Technical Tel: +44 (0) 1530 812857

Technical Fax: +44 (0) 1530 812862

Email: [email protected] or [email protected]

Rawlplug Ireland LtdUnit 14, Park West Industrial

Dublin 12, Ireland

Tel: +353 (0) 1 629 8479

Fax: +353 (0) 1 623 7053

Rawl France SarlZI Mitry-Compans

BP 536

12-14 Rue Marc Seguin

77295 Mitry-Mory cedex, France

Tel: +33 1 60 21 50 20

Fax: +33 1 64 67 19 84

e-mail: [email protected]

Rawl Scandinavia ABLysingsvägen 18

593 53 Västervik, Sweden

Tel: +46 (0) 490 30660

Fax: +46 (0) 490 30670

Koelner-Rawlplug Middle East FZEP.O. Box 261024

Jebel Ali Free Zone

Dubai

United Arab Emirates

Tel: + 971 4 8839501

Fax: + 971 4 8839502


Website: www.rawlplug.com

® Rawl and Rawlplug are registered trade marks of RAWLPLUG Ltd.

Cl/SfB Xt6

August 2007

2 Technical Advisory Service Tel: +44 (0) 1530 812 857, Fax: +44 (0) 1530 812 862

The Technical Department off ers a variety of

services to specifi ers, distributors and users of

Rawl Fixings products.

Technical Advice

Fixing specialists will off er immediate advice and

recommendations over the telephone.

Field EngineersAre available to off er fi xing advice at your offi ce or on site.

Site TestingRawl Fixings engineers will conduct site testing to ensure

the appropriate fi xing is specifi ed and used. A detailed

report is provided with recommendations.

Technical (CPD) SeminarsWe will be pleased to provide technical seminars to ensure

personnel involved in the specifi cation and selection of

structural anchors are up-to-date with developments and

standards.

If you are interested in holding one of our seminars, or if you

would simply like details of seminar options or content

please contact us

By phone - 01530 812857

By fax on - 01530 812862

By e-mail – [email protected]

Contractor TrainingRawl Fixings engineers will be pleased to carry out practical

training for contractors to ensure anchors are installed

correctly.

Technical Calculation Software

l An innovative calculation CD ROM from Rawl Fixings.

l Allows calculations and product selections to be made

in concrete.

l Includes both mechanical and chemical anchor

solutions.

l For your free CD, please e-mail Rawl Fixings

at [email protected]

To ensure that we continue to meet the future requirements of the industry, Rawlplug

has a policy of continuous product development supported by extensive design and

test centre facilities. Rawlplug therefore reserves the right to modify product designs

without prior notice. Rawlplug also reserves the right to modify information contained

within this guide without notifying existing holders of the document. While this

document gives guidance relating to the use and nature of the products and

variety of applications, the ultimate responsibility for correct selection of a product for

a specifi c application must lie with the customer. Rawlplug recommendations are

made in good faith but do not constitute a guarantee.

3Technical Advisory Service e-mail: [email protected] OR [email protected]

INTR

OD

UC

TIO

N

Company Profi le 4

Rawl Approvals 6

Technical Information 8

Rawl Calculation 10

Product Selector 12

HIG

H P

ERFO

RMA

NC

EM

ETA

L A

NC

HO

RS

SafetyPlus Loosebolt 14

SafetyPlus Bolt Projecting 16

SafetyPlus Limited Embedment 18

SafetyPlus Countersunk 20

Socket Anchor 22

R-HPT Throughbolt 24

R-SPT Throughbolt 26

Brass Anchor 29

Wedge Anchor 30

Lipped Wedge Anchor 32

Rawlbolt Loose Bolt 34

Rawlbolt Bolt Projecting 36

Rawlbolt Eyebolt 38

Rawlbolt Hookbolt 39

Rawlok Bolt Projecting 40

Rawlok Loosebolt Incl St Stl and C/Sk 42

RAWL R-EXP Anchor 44

Concrete Frame Screws 45

HIG

H P

ERFO

RMA

NC

E BO

ND

ED A

NC

HO

RS

R-CAS Capsule 46

R-HAC Capsule 48

CFS RV200 50

CFS RM50 52

CFS RP30 54

R-KEX 56

R-KEA 58

R-KEM+ 60

R-KF2 / R-KSF 62

Bonded Anchor Accessories 64/66

Threaded Rod / Nuts / Washers 66/68

Insulation Fixings 68

MA

SON

RY

DRI

LLS

SDS Plus Masonry Drills 70

Impactor Masonry Drills 71

Blue Flash Masonry Drills 72


HeritageFor 88 years, the Rawlplug brand

has been synonymous with

innovation, reliability and safety in

the development and manufacture

of construction anchors and ancillary

products.

In 1919, John J. Rawlings, a London builder, developed and

patented the first ever specialist wall fixing. His revolutionary Fibre

Plug was the product from which the modern range of Rawlplug

fixings was to develop.

The company expanded dramatically and today it is one of the

world’s leading fixing manufacturers with distribution on every

continent.

Innovation remains at the heart of Rawlplug’s success, including

significant developments of torque controlled anchors and bonded

anchor systems for safety critical applications.

High Quality ManufacturingRawlplug and Rawl Fixings products are manufactured using some

of the most advanced production facilities in the industry. Rawlplug

and Rawl Fixings anchors are renowned for their consistent high

quality and performance.

The company’s quality system is approved to BS EN ISO 9001: 2000

for design and manufacture.

The company also places great emphasis on providing a safe

working environment for its employees.

Link - up ®

Product ApprovalThe proven quality and performance of Rawlplug and Rawl Fixings

anchors is demonstrated by the numerous independent approvals that

Rawlplug and Rawl Fixings products carry. In fact, in 1999, Rawlplug

became the first UK manufacturer to obtain European approvals (ETA)

for the R-HPT and R-SPT throughbolt range.

Other international approvals include:

COMPANY PROFILE


Technical Support ServiceRawlplug’s Technical Advisory Service offers free advice on the

correct selection and installation of anchors to distributors,

specifiers and users around the world. Staffed by qualified engineers

with many years of experience, the technical support service

provides:

24 hour access: available by phone, fax and internet

Advice on anchor design and selection

Advice on usage & application, including contractor training

Recommendations on fixing solutions

On site testing (mainly UK)

Technical seminars

Distributor training

This service is supported by field engineers available to visit design

offices and contractors at short notice.

Technical literature, and a CD-Rom design disc is available to

users, specifiers and distributors. Full up-to-date information on all

Rawlplug activities is available on the Rawlplug website

www.rawlplug.co.uk.

In addition, Rawlplug distributors are serviced by dedicated and

experienced customer support teams. Each team can provide

distributors and users with advice on:

Product availability

Pricing and order placement

Order and despatch status

Literature

Quotations

Product samples

Worldwide Distribution NetworkFast, reliable availability of Rawlplug and Rawl Fixings products is

guaranteed thanks to our extensive international network.

Rawlplug has subsidiaries in Scandinavia, Ireland, France & UAE.

Area sales managers cover all areas of the UK, Europe and the

Middle East providing distributor support, site training and advice.

Product Development &

Testing Facilities Achievement and maintenance of the numerous approvals is largely

due to the extensive technical facility at Rawlplug’s modern testing

centre in Glasgow. Equipped with 3D solid modelling technology,

finite element analysis systems and the latest testing equipment,

Rawlplug’s testing capability is amongst the best in the world.

COMPANY PROFILE


BackgroundOctober 1997 marked the first significant step in the development, selection

and use of structural and safety critical anchor bolts. The European

Commission adopted the first ever European Technical Approval Guideline

(ETAG) for any construction product.

ETAG 001, Parts 1 and 3 “Metal Anchors for use in Concrete”

These parts of the ETAG cover torque controlled anchors such as Rawl R-HPT

and Rawl R-SPT Throughbolts. Adoption of the ETAG 001 marked the first

stage of harmonisation of product approval systems throughout Europe.

This harmonisation has been sought after by manufacturers, specifiers and

end users for many years, allowing products to be compared on a like for like

basis and the free passage of products within Europe.

ETAG 001, Part 4 “Metal Anchors for use in Concrete”

Adopted in December 1998, it covers deformation controlled anchors such as

the Rawl Wedge Anchor (more commonly known as “drop-in” anchor).

ScopeETAG 001 covers all structural and safety relevant applications where there

is risk to human life or considerable economic consequence. It is extremely

difficult to clearly identify the applications where approved products should

be selected or which are covered by the scope of the ETAG.

Testing and AssessmentEuropean Technical Approvals (ETA’s) can only be awarded after satisfying the

demanding requirements of the comprehensive test programme described

within ETAG 001, “Metal Anchors for use in Concrete”.

Suitability tests determine the functionality of the anchor under the most

likely and extreme deviations from installation and service conditions. This

would include: variations in concrete strengths, tolerances of hole diameter,

deviations in installation torques, repeated and sustained loads, cracked

concrete and the subsequent movement of such cracks.

Admissible Service Condition tests are used to establish characteristic loads

(i.e. tensile, shear and combined), and all edge spacing distances when

installed in accordance with the manufacturers instructions.

Stringent assessment criteria are also applied to all tests. Load/displacement

graphs must show positive gradients with no sign of slipping of the anchor.

The mean ultimate load in all suitability tests must attain a given percentage

of the reference values obtained in the Admissible Service Condition tests and

all test results must have limited scatter.

The net effect of the new comprehensive range of tests and stringent

assessment criteria will reduce current load performances and increase the

edge distances and spacings for all products, in comparison with current

published and accepted performance.

ManufacturingThe manufacturer must also satisfy and demonstrate to an independent

control body that they have effective control of the manufacturing

specifications and processes for the approved product. This control is product

specific and is far more complex and detailed than the general BS EN ISO

9001:2000 specification. This ensures the highest quality is maintained for

these safety critical products, a policy which Rawlplug has always upheld.

CE MarkingTo affix CE marking to an anchor, it must have two important documents:

1) A European Technical Approval (ETA) in accordance with the ETAG 001

“Metal Anchors for use in Concrete”.

2) A certificate of attestation from an independent control body.

Only then can an anchor possess CE marking.

RAWL APPROVALS


BenefitsETAG approved and CE marked products will enable specifiers, distributors,

contractors and end users to have the utmost confidence in specifying, selling

and installing these products, where safety and reliability are paramount and

where performance and quality can be assured.

Rawl FixingsRawlplug and Rawl Fixings have continued to develop their range of products

to meet these requirements to ensure their customers can satisfy current and

future market needs with new, improved anchors with increased safety.

Rawl Fixings has been awarded ETA approvals and CE marking for the new

range of Rawl R-HPT and Rawl R-SPT Throughbolts i.e. ETA’s 98/0003 and

05/0078 and certificates of attestation 0836-CPD-004 and 0836-CPD-003.

Rawlplug and Rawl Fixings were the first UK manufacturer of any construction

products to be awarded an ETA and CE marking.

This ensures that customers are supplied with world class products of the

highest quality and technical performance which can be independently

certified.

FutureThis new approach to approvals has led to unknown territory where there is

generally low awareness of the detail and on the impact it will have on the

use of these products. This particularly applies to the definition and the scope

of cracked concrete, structural and safety critical applications. To complicate

matters further each member state within the EC has still to prescribe a

transition period for their market place, whereby existing national approval

systems will run their course and eventually be superceded by the new

approach to ETA’s. This is likely to be a protracted and diverse procedure.

During this transition period national approvals will still be accepted,

although the performance data has been based on different testing and

assessment criteria. Direct comparison of performance data between approval

systems cannot be made. Therefore products which are currently used in the

market place can still be used during this transition period. This situation is

complex and confusing, but during this stage customers can rely on Rawlplug

and Rawl Fixings to provide guidance on selection and supply of approved

products to meet their requirements.

Rawlplug and Rawl Fixings continue to be represented on the working groups

which compile future guidelines and building regulations, thus ensuring that

their customers are kept up-to-date with current developments and that their

requirements are continuously considered.

Rawlplug Ltd. is proud to be a member of the Construction Fixings Association

(CFA) which represents major fixings suppliers within the UK

and whose aims are summarised in the phrase:

Ensuring Best Fixings Practice

The Association achieves this by:

e Publishing a series of free Guidance Notes*

e Contributing to the development of European Guidelines for

Technical Approval of anchors

e Being directly involved in the development of European and

British Standards

e Working with other influential bodies such as CIRIA and BBA to

improve the understanding and use of the fixings.

e Supporting specific industries in the development of guidelines

for their use of fixings.

All CFA Members are committed to providing technically proven products

manufactured to recognised Quality Assurance procedures and backed up

with comprehensive technical support services including performance data,

applications advice, site testing and training in the correct use of our products.

* Downloadable free from the website which also carries articles,

news and technical advice www.fixingscfa.co.uk

For more information contact:

The Secretary,

Construction Fixings Association65 Dean Street, Oakham, LE15 6AF

Tel & Fax 01664-474755email: [email protected]

RAWL APPROVALS


Fig.1

Fig.2

Fig.3

Fig.4

Direction of Loading

Slotted Holes in Fixture.When fi xing anchors through slotted holes it is important to ensure that there is adequate surface contact between the washer and the fi xture to guarantee a positive clamping force. If in doubt a square plate washer with a thickness of 3mm or greater would be recommended in place of the standard washer supplied.

Diamond Drilled Holes.When holes are formed in the structure using a diamond drilling system extra care is required to ensure that the holes are thoroughly cleaned by brushing and blowing at least three times. Also to create a key for the anchor, (particularly if a bonded anchor is installed), the sides of the hole should be roughened up by inserting a standard masonry bit into the hole attached to a hammer action drilling machine.A resin with minimal shrinkage such as Rawl R-KEX should be selected for diamond drilled holes.

The direction of the applied load must be considered to determine the most appropriate anchor. The tension and shear components must be less than the recommended load/design resistance in the direction concerned.

Tensile LoadsTensile loads are applied along the axis of the fixing (see fig. 1). Common examples include suspended ceiling applications and the suspension of mechanical services, pipework and ductwork etc.

Shear LoadsShear loads act at right angles to the axis of a fixing and directly against the face of the structural material (see fig. 2). Shear performance is governed mainly by the shear strength of the bolt material and compressive strength of the supporting substrate.

Oblique/Combined LoadsOblique loads are a combination of tension and shear components (see fig.3). If the angle of applied oblique load is within 10o of pure tension or pure shear, the safe working load for that direction may be assumed. Otherwise, the applied oblique load should be resolved into its shear and tensile components.

Offset LoadsOffset loads act at right angles to the fixing axis but are offset from the surface (see fig. 4). In this situation, the deflection of the bolt, due to bending, needs to be considered as well as the shear capacity of the anchor.

TECHNICAL INFORMATION


Fig.5

Installation

Recommended Tightening TorquesIn torque controlled expansion anchors a clamping force is exerted through the fixture into the base material. The clamping force is directly proportional to the tightening torque. Tightening the anchor enables the expander to key into the surrounding substrate providing a secure fixing (see fig. 5).

Tightening to Rawl Fixings’ recommended tightening torques ensures that the clamping force is greater than the published safe working loads. These torques should not be exceeded as this may overstress the bolt and/or base material. Adjustable torque wrenches of the ‘break back’ type are recommended for setting fixings.

Expanding Fixings

Torque controlled anchors transmit expansion forces by locally

compressing the substrate. The forces are exerted at the point

of expansion, not over the whole length of the fixing.

On applying the load to the anchor, additional forces are exerted

as shown by the light blue area ie. concrete cone (see fig.6).

It is this projected area which relates to the performance of the

anchor. Therefore as the embedment depth is increased the larger

the cone and the greater the performance of the anchor (see fig.7).

Any reduction in the projected area, for example when anchors

are placed too close together or too near the edge of the concrete

(see fig.8 and fig. 9) will result in reduced performance and should

be avoided if possible.

Where unavoidable, the appropriate reduction factors shown

for reduced spacing or edge distance should be applied to the

recommended load/design resistance indicated for the anchor.

Fig.6

Fig.8Fig.7

Fig.9

TECHNICAL INFORMATION

Anchor choice may be affected by certain aspects of the installation, for instance the desirability of a through fixing. The fixture can then be used as a template, and the fixing made through nominal clearance holes without the need for the object to be removed and replaced.

Key PointsTo achieve published performance values, it is essential that all anchors are installed correctly in accordance with Rawl Fixings’ installation instructions. Some basic points to remember are:

Drill correct diameter hole, to the correct depth. Clean the hole thoroughly. This is important for all anchors,

but critical for bonded anchors. Use the correct setting equipment and procedure. Tighten to the recommended torque.


In previous editions of our Specification & Design Guide we quoted Ultimate Loads and Safe Working Loads (SWL), however, since the introduction of Ultimate Limit State theory, we have received increasing requests to publish data in accordance with these new methods.

The safety concept is based upon the Partial Safety Factor approach rather than the Global Safety Factor approach, as previously adopted by Rawlplug.

Engineers familiar with the Partial Safety Factor concept can now use our new Characteristic and Design Resistance figures, where:

e Characteristic Resistance is the Ultimate Load with a statistical probability factor applied (95% Fractile). This factor is dependent on the variance of a set of results and also the number of anchors tested.

e Design Resistance is based upon the Characteristic Resistance divided by Partial Safety Factors as determined from testing. Design Resistance should never be thought of as the load a fixing can safely hold.

e Design Action is a factored load taking into account variable actions and should always be below the Design Resistance of the anchor.

Those who prefer to use the Global Safety Factor method, can continue to do so, using the Recommended Load (previously called Safe Working Load).

Performance Data Explained

K = Statistical Confidence Factor S = Standard Deviation V = Global Safety Factor

γ M = Partial Resistance Safety Factor γ F = Partial Load Safety FactorKEY

GLOBAL SAFETY FACTOR METHOD

Ultimate Resistance Frum

95% Fractile Characteristic

Resistance Frk

Design Resistance FrdDesign Action Fsd

Recommended Load Frec

Fsd ≤ FrdSact ≤ Frec

PARTIAL SAFETY FACTOR METHOD

γ M

γ F

Actual Design load Sact

χ − KS

V

-

V

Ultimate load χ-

RAWL CALCULATIONS


Combined Load (concrete only)When selecting an anchor, which will carry a combined load, ensure that the bolt size selected satisfies the following equations:

AF = Across flatsCcr,N = Characteristic edge distance in

tensionCcr,V = Characteristic edge distance in

sheard = Bolt thread sizeDcsk = Countersunk bolt head diameter

df = Hole diameter in fixturedo = Hole diameter in concreteDw = Washer diameterE = Diameter of eyeFd = Design loadFrec = Recommended loadFRu,m = Mean ultimate loadFRk = Characteristic load (95% fractile)

fuk = Ultimate tensile strengthH = Diameter of hookfyk

= Yield strengthhef = Effective embedment depth

(distance from surface to point of expansion)

hmin = Minimum substrate thicknessho = Minimum hole depthl = Bolt lengthlcsk = Countersunk head depthlg = Thread lengthNact = Applied tensile loadNrec = Recommended load in tensionNRd = Design resistance in tensionNRk = Characteristic resistance in tension

Nsd = Design action tensionS = Shield lengthScr = Characteristic edge distance

in tension & shearSw = Bolt head diameterTfix = Fixture thicknessTinst = Recommended torqueVact

= Applied shear loadVRk = Characteristic resistance in shearVRd = Design resistance in shearVrec = Recommended load in shearVsd

= Design action shearγM = Partial safety factor for material

γQ = Partial safety factor for actions

Glossary of abbreviations

Partial Method

Nsd

Nrd

+V

sd

Vrd

≤1.0

(Edge and spacing reduction factors, if applicable, should be applied to the tensile and shear design resistance loads.)

This calculation is not valid for shear.

Concrete Strength Calculation

x√Nrec

/ Nrd

in

30N/mm2 Concrete

Actual Concrete Strength

30

(Loads shown are for 30N/mm2 (C20/25) concrete. For other grades of concrete between 20 and 50N/mm2 where the anchor is in tension the load can be calculated using this formula.)

Note: The method of calculating combined loads in concrete has been revised in line with ETAG. The equation is calculated to the power of 1.5 and the result should be equal to or less than 1.0.

Installation Depth

Re-Bar/Resin Design Concept

Load

Ultimate Load

Minimum fuk

550N/mm2

Minimum fyk

460N/mm2

95%Fractile

γΜ

γQ

FRu,m

FRk

Fd F

rec

NB Example of interpolationIf edge distance equals 45mm for an M8 stud then the edge factor will be equal to 50% of the difference between the edge factors for 40mm and 50mm.Example40mm edge factor = 0.850mm edge factor = 0.9ThereforeEdge factor for 45mm = 0.85

≤1.2

Global Method

(Edge and spacing reduction factors, if applicable, should be applied to the safe tensile and shear loads.) +

Nact

Nrec

Vact

Vrec

RAWL CALCULATIONS

≤1.0

1.5 1.5

1.5 1.5


PRODUCT SELECTOR

DESCRIPTION ETA PAGE THREAD RANGE

HIG

H P

ERFO

RMA

NC

E M

ETA

L A

NC

HO

RS

SafetyPlus Loosebolt 14 M8-M20

SafetyPlus Bolt Projecting 16 M8-M20

SafetyPlus Limited Embedment 18 M8-M16

SafetyPlus Countersunk 20 M8-M16

Socket Anchor 22 M8-M20

R-HPT Throughbolt � 24 M6-M20

R-SPT Throughbolt � 26 M6-M24

Brass Anchor 29 M5-M16

Wedge Anchor Pending 2007 30 M6-M20

Lipped Wedge Anchor Pending 2007 32 M6-M16

Rawlbolt Loose Bolt 34 M6-M24

Rawlbolt Bolt Projecting 36 M6-M24

Rawlbolt Eyebolt 38 M6-M12

Rawlbolt Hookbolt 39 M6-M12

Rawlok Bolt Projecting 40 M5-M12

Rawlok Loosebolt Incl St Stl 42 M6-M10

Rawl R-EXP Anchor 44 6mm

Concrete Frame Screws 45 7.5mm

HIG

H P

ERFO

RMA

NC

E BO

ND

ED A

NC

HO

RS

R-CAS 46 M8-M30

R-HAC 48 M8-M30

CFS RV200 Pending 2007 50 M8-M24

CFS RM50 52 M8-M24

CFS RP30 54 M8-M24

R-KEX 56 M8-M30

R-KEA 58 M8-M24

R-KEM + 60 M8-M24

R-KF2/R-KSF 62 M8-M24

Bonded Anchor Accessories 64/66

Threaded Rod, Nuts and Washers 66/67

Insulation Fixings 68

MA

SON

RY

DRI

LLS SDS Plus Masonry Drill 70

Impactor Masonry Drill 71

Blue Flash Masonry Drill 72


PRODUCT SELECTOR

BASE MATERIAL

CONCRETESTONE

BRICKWORK BLOCKWORKPLASTER BOARD PLYWOOD HOLLOW

DOORSTRUCTURAL LIGHTWEIGHT STANDARD SOLID PERFORATED LOW

DENSITY HOLLOW

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DESCRIPTIONSafetyPlus™ is an all steel high performance expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and combined load performance in concrete.

SUITABLE FOR USE IN:Concrete

FEATURES1. 8.8 grade bolt.2. High strength steel washer.3. Integral controlled collapse and anti-rotation

feature ensures fixture is firmly secured.4. Unique zig-zag feature provides balanced expansion

ensuring secure setting and maximum load carrying capacity.

5. Case-hardened nut with optimum angle taper for maximum expansion.

SAFETYPLUS™ Loose Bolt

Product Information

SAFETYPLUS™ LOOSE BOLTFOR CONCRETE

Installation

1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete.

2. Remove debris and thoroughly clean hole.

3. Insert SafetyPlus™ anchor through fixture into hole and tap home.

4. Tighten to the recommended torque.

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

BOLTHEAD

DIAMETER(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE

THICKNESS(mm) (Tfi x )

HOLE DIAMETER MINIMUM HOLE DEPTH

IN CONCRETE

(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)

MINIMUMSUBSTRATE THICKNESS

(mm)(hmin)

RECOMMENDED TORQUE

(Nm)(Tinst)

ZINC PLATEDIN

FIXTURE(mm)(df)

IN CONCRETE

(mm)(do)

PRODUCT CODE NEW CODE

M890

13 2115

14 12 80 60 120 2550-010 SPL-08090/15

110 40 50-015 SPL-08110/40

M10100

17 2420

17 15 90 70 140 5050-020 SPL-10105/20

120 40 50-025 SPL-10120/40140 60 50-030 SPL-10140/60

M12120

19 3025

20 18 105 80 160 8050-035 SPL-12120/25

150 50 50-040 SPL-12150/50

M16145

24 4025

26 24 125 100 200 18050-050 SPL-16145/25

170 50 50-055 SPL-16170/50M20 175 30 50 30 30 28 155 125 240 275 50-065 SPL-20175/30

SAFETYPLUS™ Racking Bolt

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

BOLTHEAD


WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE



IN CONCRETE

(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm)(Tinst)

ZINC PLATEDIN

FIXTURE(mm)(df)

IN CONCRETE(mm)(do)


M8 115 17 21 40 14 12 80 60 130 25 50-014 SPL-RB-08115/40M10 105 19 24 20 17 15 90 70 140 50 50-021 SPL-RB-10105/20

Dw

Sw

ho


SAFETYPLUS™ LOOSE BOLTFOR CONCRETE

Specifi cation Data

SAFETYPLUS™ Loose Bolt Performance Data

SIZE

CONCRETE, fck,cube = 30N/mm2 (C20/25)

STANDARD EMBEDMENT DEPTH CHARACTERISTIC EDGE DISTANCE

(mm)

CHARACTERISTIC SPACING

(mm)

CHARACTERISTICRESISTANCE

(kN)

DESIGN RESISTANCE (Factored)

(kN)

RECOMMENDED LOAD (Unfactored)

(kN)

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION & SHEAR (Ccr,N ) (Ccr,V )

TENSION & SHEAR (Scr,N ) (Scr,V )

M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180

M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220

M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260

M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340

M20 95.6 132.0 44.3 73.3 36.9 61.1 320 380

For further explanations on calculations please see pages 10 and 11

Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Loose Bolt.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,

the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two

lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

Edge Distance (Concrete Only)

EDGE(mm)

TENSILE: EDGE REDUCTION FACTORS EDGE(mm)

SHEAR: EDGE REDUCTION FACTORS

M8 M10 M12 M16 M20 M8 M10 M12 M16 M20

70 0.72 70

80 0.75 0.70 80

90 0.78 0.73 0.70 90

100 0.81 0.76 0.73 100 0.55

120 0.87 0.82 0.78 0.72 120 0.70 0.55

140 0.94 0.88 0.84 0.75 0.70 140 0.85 0.70 0.55

160 1.00 0.94 0.89 0.79 0.73 160 1.00 0.85 0.70

180 1.00 0.94 0.82 0.77 180 1.00 0.85 0.55

200 1.00 0.86 0.80 200 1.00 0.70 0.55

240 0.93 0.87 240 0.85 0.70

280 1.00 0.93 280 1.00 0.85

320 1.00 320 1.00

Spacing (Concrete Only )

SPACING(mm)

TENSILE & SHEAR REDUCTION FACTORS

M8 M10 M12 M16 M20

60 0.70

80 0.75 0.70

100 0.80 0.74 0.65

140 0.90 0.83 0.74 0.72

180 1.00 0.91 0.82 0.78 0.70

220 1.00 0.91 0.83 0.76

260 1.00 0.89 0.82

300 0.94 0.88

340 1.00 0.94

380 1.00


DESCRIPTIONA high performance steel expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and com-bined load performance in concrete.


FEATURES1. 8.8 grade stud with slot for final adjustment.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation

feature ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion



7. Nut and washer allow for fixture to be removed and relocated easily.

SAFETYPLUS™ Bolt Projecting

Product Information

Installation





BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE



IN CONCRETE

(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm)(Tinst)

ZINC PLATED

IN FIXTURE(mm)(df)

IN CONCRETE(mm)(do)


M8 95 13 21 15 14 12 80 60 120 25 50-110 SPL-BP-08095/15

M10 110 17 24 20 17 15 90 70 140 50 50-120 SPL-BP-10110/20

M12135

19 3025

20 18 105 80 160 8050-135 SPL-BP-12135/25

160 50 50-140 SPL-BP-12160/50

M16160

24 4025

26 24 125 100 200 18050-150 SPL-BP-16160/25

185 50 50-155 SPL-BP-16185/50

M20 190 30 50 30 30 28 155 125 240 275 50-165 SPL-BP-20190/30

Sw

Dw

ho

SAFETYPLUS™ BOLT PROJECTINGFOR CONCRETE


SAFETYPLUS™ BOLT PROJECTINGFOR CONCRETE

Specifi cation Data

SAFETYPLUS™ Bolt Projecting Performance Data

Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Bolt Projecting.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,

the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as

required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE(mm)



M8 M10 M12 M16 M20 M8 M10 M12 M16 M20

70 0.72 70

80 0.75 0.70 80

90 0.78 0.73 0.70 90

100 0.81 0.76 0.73 100 0.55

120 0.87 0.82 0.78 0.72 120 0.70 0.55

140 0.94 0.88 0.84 0.75 0.70 140 0.85 0.70 0.55

160 1.00 0.94 0.89 0.79 0.73 160 1.00 0.85 0.70

180 1.00 0.94 0.82 0.77 180 1.00 0.85 0.55

200 1.00 0.86 0.80 200 1.00 0.70 0.55

240 0.93 0.87 240 0.85 0.70

280 1.00 0.93 280 1.00 0.85

320 1.00 320 1.00

Spacing (Concrete Only)

SPACING(mm)


M8 M10 M12 M16 M20

60 0.70

80 0.75 0.70

100 0.80 0.74 0.65

140 0.90 0.83 0.74 0.72

180 1.00 0.91 0.82 0.78 0.70

220 1.00 0.91 0.83 0.76

260 1.00 0.89 0.82

300 0.94 0.88

340 1.00 0.94

380 1.00

SIZE

Concrete, fck,cube = 30N/mm2 (C20/25)


(mm)


(mm)CHARACTERISTIC RESISTANCE

(kN)


(kN)


(kN)

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )



M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180

M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220

M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260

M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340

M20 95.6 132.0 44.3 73.3 36.9 61.1 320 380



DESCRIPTIONA high performance steel expansion anchor, suitable for the most demanding safety critical applications. This range offers exceptional tension, shear and com-bined load performance in concrete.


FEATURES1. 8.8 grade bolt.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation feature

ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion



SAFETYPLUS™ Limited Embedment

Product Information

Installation





BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

BOLTHEAD


WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE



IN CONCRETE

(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm)(Tinst)

ZINC PLATED

IN FIXTURE(mm)(df)

IN CONCRETE(mm)(do)


M8 80 13 21 25 14 12 55 40 100 25 50-005 SPL-LE-08080/25

M10 90 17 24 25 17 15 70 50 110 50 50-018 SPL-LE-10090/25

M12 100 19 30 25 20 18 85 60 130 80 50-033 SPL-LE-12100/25

M16 130 24 40 30 26 24 100 75 165 180 50-048 SPL-LE-16130/30

Dw

Sw

ho

SAFETYPLUS™ LIMITED EMBEDMENTFOR CONCRETE


Specifi cation Data

SAFETYPLUS™ Limited Embedment Performance Data

Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Limited Embedment.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.

Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor

where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE (mm)

TENSILE: EDGE REDUCTION FACTORS EDGE (mm)


M8 M10 M12 M16 M8 M10 M12 M16

60 0.70 60

70 0.78 0.70 70

80 0.85 0.78 0.70 80

90 0.93 0.85 0.78 90 0.75

110 1.00 0.93 0.85 0.70 110 0.84 0.70

130 1.00 0.93 0.78 130 0.92 0.80 0.73

150 1.00 0.85 150 1.00 0.90 0.82 0.80

170 0.93 170 1.00 0.91 0.87

200 1.00 200 1.00 0.93

230 230 1.00


SPACING(mm)


M8 M10 M12 M16

120 0.70

140 0.80 0.74

160 0.90 0.83 0.74

180 1.00 0.91 0.82 0.83

200 1.00 0.91 0.88

220 1.00 0.94

240 1.00

SAFETYPLUS™ LIMITED EMBEDMENTFOR CONCRETE

SIZE

Concrete, fck,cube = 30N/mm2 (C20/25)


(mm)



(kN)DESIGN RESISTANCE (Factored)

(kN)RECOMMENDED LOAD (Unfactored)

(kN)

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION(Ccr,N )

SHEAR(Ccr,V )

TENSION & SHEAR (Scr,N ) (Scr ,V)

M8 12.0 18.9 5.6 10.5 4.7 8.8 110 150 180

M10 18.9 29.5 8.7 16.5 7.3 13.8 130 170 200

M12 26.2 44.0 12.1 24.5 10.1 20.4 150 200 220

M16 47.0 77.2 21.7 42.9 18.1 35.8 200 230 240



DESCRIPTIONHigh performance countersunk all steel high performance expansion anchor for safety critical applications where a flush fixing is required in concrete.


FEATURES1. 8.8 grade countersunk bolt for flush fitting

installation.2. High strength steel washer.3. Sleeve provides maximum shear load performance.4. Integral controlled collapse and anti-rotation feature

ensures fixture is firmly secured.5. Unique zig-zag feature provides balanced expansion



SAFETYPLUS™ Countersunk

Product Information

Installation

1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete..



4. Tighten using hexagon driver to the recommended torque.

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

HEXDRIVER

SIZE(mm)(AF)(Sw)

MAXIMUMHEAD

DIAMETER(mm)(Dcsk)

COUNTERSINK DEPTH.(mm)(Lcsk)

MAXIMUMFIXTURE



IN CONCRETE

(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm)(Tinst)

ZINC PLATED

IN FIXTURE(mm)(df)

IN CONCRETE(mm)(do)


M8 90 6 22 5.5 20 14 12 80 60 120 25 50-210 SPL-C-08090/20

M10 105 8 28 7.0 25 17 15 90 70 140 50 50-220 SPL-C-10105/25

M12 125 10 33 7.6 30 20 18 105 80 160 80 50-235 SPL-C-12125/30

M16 145 12 40 8.5 30 26 24 125 100 200 180 50-250 SPL-C-16145/30

Dcsk

ho

AF

SAFETYPLUS™ COUNTERSUNKFOR CONCRETE

Lcsk


SAFETYPLUS™ COUNTERSUNKFOR CONCRETE

SAFETYPLUS™ Countersunk Performance Data

SIZE



(mm)



(kN)DESIGN RESISTANCE (Factored)

(kN)RECOMMENDED LOAD (Unfactored)

(kN)

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )


TENSION & SHEAR (Scr,N ) (Scr ,V)

M8 19.7 25.7 9.1 14.3 7.6 11.9 160 180

M10 33.3 39.7 15.4 22.0 12.8 18.3 180 220

M12 43.4 56.5 20.1 31.4 16.8 26.2 200 260

M16 66.8 90.1 30.9 50.1 25.8 41.8 280 340


Reduction Factors - Edge and Spacing Distances For SafetyPlus™ Countersunk.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,




EDGE (mm)



M8 M10 M12 M16 M8 M10 M12 M16

70 0.72 70

80 0.75 0.70 80

90 0.78 0.73 0.70 90

100 0.81 0.76 0.73 100 0.55

120 0.87 0.82 0.78 0.72 120 0.70 0.55

140 0.94 0.88 0.84 0.75 140 0.85 0.70 0.55

160 1.00 0.94 0.89 0.79 160 1.00 0.85 0.70

180 1.00 0.94 0.82 180 1.00 0.85 0.55

200 1.00 0.86 200 1.00 0.70

240 0.93 240 0.85

280 1.00 280 1.00


SPACING(mm)


M8 M10 M12 M16

60 0.70

80 0.75 0.70

100 0.80 0.74 0.65

140 0.90 0.83 0.74 0.72

180 1.00 0.91 0.82 0.78

220 1.00 0.91 0.83

260 1.00 0.89

300 0.94

340 1.00

Specifi cation Data


SOCKET ANCHORFOR CONCRETE

DESCRIPTIONA versatile problem-solving fixing, providing a permanent high performance threaded socket for a wide variety of studding applications, including deep embedment applications.


FEATURES1. Internally threaded socket for stud or rebar.2. Integral controlled collapse and anti-rotation

feature ensures fixture is firmly secured.3. Unique zig-zag feature provides balanced

expansion ensuring secure setting and maximum load carrying capacity.


Product Information

SOCKET ANCHOR

THREAD SIZE(d)

ANCHORLENGTH

(mm)( l )

INTERNAL THREAD LENGTH

(mm)(lg )

HOLE DIAMETER SET FLUSH TO SURFACE SET AT DEPTH MAX. RECOMMENDED TORQUE (Nm) ZINC PLATED

INFIXTURE

(mm)(df )

INCONCRETE

(mm)(do )

MINIMUM HOLE

DEPTH(mm)(df )

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef )


(mm)(hmin )

MINIMUM HOLE

DEPTH(mm)(df )

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef )


(mm)(hmin )

4.6 STUD(Tinst )

8.8 STUD(Tinst )

PRODUCTCODE NEW CODE

M8 55 8 10 12 65 45 90 80 60 120 11 19 86-510 SOC-08

M10 67 13 12 15 75 55 110 90 70 140 22 37 86-515 SOC-10

M12 80 17 14 18 90 65 130 105 80 160 39 65 86-520 SOC-12

M16 95 18 18 24 105 80 160 125 100 200 96 163 86-525 SOC-16

M20 115 24 24 28 125 95 190 155 125 250 187 280 86-530 SOC-20

Installation

1. Screw studding into socket. Assemble two nuts at the other end of the studding.

2. Ensuring nuts are securely locked together, apply the recommended torque through the top nut. Carefully slacken and remove nuts.

3. Apply fixture, washer and hexagon nut. 4. Apply torque to ensure clamping of fixture against concrete surface.

ho

lg


SOCKET ANCHORFOR CONCRETE

SOCKET ANCHOR Performance Data

Reduction Factors - Edge and Spacing Distances for Socket Anchor.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,


required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied


EDGE (mm)

TENSILE: EDGE REDUCTION FACTORS

M8 M10 M12 M16 M20

70 0.7280 0.75 0.7090 0.78 0.73 0.70100 0.81 0.76 0.73120 0.87 0.82 0.78 0.72140 0.94 0.88 0.84 0.75 0.70160 1.00 0.94 0.89 0.79 0.73180 1.00 0.94 0.82 0.77200 1.00 0.86 0.80240 0.93 0.87280 1.00 0.93320 1.00

Specifi cation Data

SIZE


ANCHOR SET FLUSH TO THE SURFACE* ANCHOR SET FLUSH AT DEPTH**CHARACTERISTIC EDGE DISTANCE

(mm)


(mm)CHARACTERISTIC

RESISTANCE(kN)


(kN)


(kN)

CHARACTERISTIC RESISTANCE

(kN)


(kN)


(kN)

TENSION (NRk )

TENSION (NRd )

TENSION (Nrec )

TENSION (NRk )

TENSION (NRd )

TENSION(Nrec )

TENSION(Ccr,N )

TENSION (Scr,N )

M8 11.9 5.5 4.6 19.7 9.1 7.6 160 180M10 18.9 8.8 7.3 33.3 15.4 12.8 180 220M12 26.4 12.2 10.2 43.4 20.1 16.8 200 260M16 46.5 21.6 18.0 66.8 30.9 25.8 280 340M20 66.6 30.8 25.7 95.6 44.3 36.9 320 380

* NOTE: Grade of stud 4.6For further explanations on calculations please see pages 10 and 11

** NOTE: Grade of stud 8.8

SIZE


ANCHOR SET FLUSH TO THE SURFACE* ANCHOR SET FLUSH AT DEPTH**CHARACTERISTIC EDGE DISTANCE

(mm)


(mm)CHARACTERISTIC

RESISTANCE(kN)


(kN)


(kN)

CHARACTERISTIC RESISTANCE

(kN)


(kN)


(kN)

TENSION (NRk )

TENSION (NRd )

TENSION (Nrec )

TENSION (NRk )

TENSION (NRd )

TENSION (Nrec )

TENSION (Ccr,N )

TENSION (Scr,N )

M8 12.2 5.6 4.7 25.7 11.9 9.9 160 180M10 19.2 8.9 7.4 43.2 20.0 16.7 180 220M12 28.0 13.0 10.8 56.0 25.9 21.6 200 260M16 52.3 24.2 20.2 87.4 40.5 33.8 280 340M20 81.3 37.6 31.3 124.4 57.6 48.0 320 380

* NOTE: Grade of stud 4.6For further explanations on calculations please see pages 10 and 11

** NOTE: Grade of stud 8.8


SPACING(mm)


M8 M10 M12 M16 M20

60 0.7080 0.75 0.70100 0.80 0.74 0.65140 0.90 0.83 0.74 0.72180 1.00 0.91 0.82 0.78 0.70220 1.00 0.91 0.83 0.76260 1.00 0.89 0.82300 0.94 0.88340 1.00 0.94380 1.00


DESCRIPTIONThe RAWL® Throughbolt range has been developed to meet the changing demands of the market in terms of product approval levels, ease of fixing and product quality.The versatile through fixing for use in a wide range of applications in concrete of 20N/mm2 and over.Available in: Zinc plated steel.For European Approvals see p 6/7.

SUITABLE FOR USE IN:Cracked or Uncracked Concrete

FEATURES1. Standard and limited embedment depth markings to

ensure correct installation.2. Cold formed body ensures constant dimensional

accuracy.3. Stainless steel expander provides an enhanced

performance in cracked concrete.4. Optimum cone angle for controlled expansion.5. Tested and approved by the independent UK and

international approval bodies.

Product Information

RAWL® R-HPT Throughbolt

Installation

1. Drill a hole of required diameter and depth.

2. Remove debris and thoroughly clean hole with brush and pump.

3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached.


ho

Dw

Sw

Standardembedment

Reducedembedment

ho

RAWL® R-HPT THROUGHBOLTFOR CONCRETE

BOLTSIZE/HOLE

IN CONCRETE

(mm)(d)/(do )

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw )

WASHER DIAMETER

(mm)(Dw )

THREADLENGTH

(mm)(lG )

HOLEDIAMETER

IN FIXTURE

(mm)(lG )

STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM

SUBSTRATES THICKNESS

(mm)(hmin )

RECOMMENDEDTORQUE

(mm)(Tinst )

ZINC PLATED

MIN.HOLE

DEPTH(mm)(ho )

EFFECTIVE ENBEDMENT

(mm)(hef )

MAX.FIXTURE

THICKNESS(mm)(Tfi x )

MIN.HOLE

DEPTH(mm)(ho )

EFFECTIVEENBEDMENT

(mm)(hef )

MAX.FIXTURE



M88 mm

50

13 17

14

9

— — —

40

26 5

100 15

56-314 R-HPT-08050/565 25 — — — 33 15 56-316 R-HPT-08065/1580 40 55 48 15 33 30 56-320 R-HPT-08080/15115 65 55 48 50 33 65 56-325 R-HPT-08115/50

M1010 mm

65

07 21

22

11

— — —

50

37 5

100 25

56-328 R-HPT-10065/580 30 60 53 7 40 16 56-330 R-HPT-10080/795 46 60 53 22 40 32 56-332 R-HPT-10095/22115 65 60 53 42 40 52 56-334 R-HPT-10115/42130 80 60 53 57 40 67 56-336 R-HPT-10130/57

M1212 mm

80

19 24

30

13

— — —

60

48 5

10 60

56-338 R-HPT-12080/5100 40 80 74 4 48 24 56-340 R-HPT-12100/4120 60 80 74 24 48 44 56-342 R-HPT-12120/24135 75 80 74 39 48 58 56-344 R-HPT-12135/39150 90 80 74 54 48 73 56-346 R-HPT-12150/54

M1616 mm

105

24 30

55

18

— — —

80

65 5

130 110

56-350 R-HPT-16105/5140 60 100 89 20 67 40 56-352 R-HPT-16140/20180 100 100 89 60 67 80 56-354 R-HPT-16180/60220 140 100 89 100 67 120 56-356 R-HPT-16220/100

M2020 mm

125

30 37

65

22

— — —

100

80 5

160 180

56-360 R-HPT-20125/5160 65 120 105 20 85 40 56-362 R-HPT-20160/20200 100 120 105 60 85 80 56-364 R-HPT-20200/60300 100 120 105 160 85 180 56-366 R-HPT-20300/160


RAWL® R-HPT THROUGHBOLTFOR CONCRETE

Specifi cation Data

RAWL® R-HPT Throughbolt Projecting Performance Data

Reduction Factors - Edge and Spacing Distances for Rawl® R-HPT.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable,



Edge Distance (Concrete Only) Spacing (Concrete Only)


SIZE


STANDARD EMBEDMENT DEPTH REDUCED EMBEDMENT DEPTH CHARACTERISTIC EDGE

DISTANCE (mm)


(mm)CHARACTERISTIC

LOAD (kN)

DESIGN LOAD (kN)

RECOMMENDED LOAD (kN)

CHARACTERISTIC LOAD (kN)

DESIGN LOAD (kN)


TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION(Ccr,N )

SHEAR(Ccr,V )


M8 11.1 16.8 5.1 9.3 4.3 7.8 9.2 9.6 4.3 5.3 3.6 4.4 80 80 100

M10 17.5 19.3 8.1 10.7 6.8 8.9 11.1 15.3 5.2 8.5 4.3 7.1 100 100 120

M12 26.3 32.2 12.2 17.9 10.2 14.9 17.2 23.3 8.0 12.9 6.7 10.8 120 120 150

M16 42.6 48.8 19.7 27.1 16.4 22.6 25.6 44.0 11.9 24.2 9.9 20.2 160 160 180

M20 60.3 75.9 27.9 42.1 23.3 35.1 47.1 65.6 21.8 36.5 18.2 30.4 190 190 260

EDGE (mm)TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORS

M8 M10 M12 M16 M20 M8 M10 M12 M16 M20

40 0.60

50 0.73 0.62

60 0.87 0.65 0.74 0.60

80 1.00 0.83 0.65 1.00 0.80 0.67

100 1.00 0.83 0.65 1.00 0.84 0.62

120 1.00 0.77 0.65 1.00 0.74 0.58

140 0.88 0.77 0.87 0.73

160 1.00 0.88 1.00 0.82

190 1.00 1.00

SPACING(mm)


M8 M10 M12 M16 M20

40

50 0.65

60 0.77 0.65

80 0.88 0.77 0.65

100 1.00 0.88 0.77 0.65

120 1.00 0.88 0.77

150 1.00 0.88 0.74

180 1.00 0.83

220 0.91

260 1.00

SIZE



DISTANCE (mm)


(mm)CHARACTERISTIC

LOAD(kN)

DESIGN LOAD (kN)



DESIGN LOAD (kN)


TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION(Ccr,N )

SHEAR(Ccr,V )


M8 6.7 15.1 3.1 8.4 2.6 7.0 5.5 8.6 2.6 4.8 2.2 4.0 80 80 100

M10 10.9 17.6 5.0 9.7 4.2 8.1 6.9 13.9 3.2 7.7 2.7 6.4 100 100 120

M12 16.8 29.6 7.8 16.5 6.5 13.7 11.0 21.4 5.1 11.9 4.3 9.9 120 120 150

M16 28.1 45.4 13.0 25.2 10.8 21.0 16.9 40.9 7.9 22.5 6.5 18.8 160 160 180

M20 41.0 71.3 19.0 39.6 15.8 33.0 32.0 61.7 14.8 34.3 12.4 28.6 190 190 260

Non-Cracked Concrete Performance Data

Cracked Concrete Performance Data


RAWL® R-SPT THROUGHBOLTFOR CONCRETE

DESCRIPTIONThe RAWL® Throughbolt range has been developed to meet the changing demands of the market in terms of product approval levels, ease of fixing and product quality.The versatile through fixing for use in a wide range of applications in concrete of 20N/mm2 and over.Available in: Zinc plated steel, Hot dip galvanized, Stainless steel grade A4.For European Approvals see p. 6/7


FEATURES1. Embedment depth markings

to ensure correct installation.2. Cold formed body ensures

constant dimensional accuracy.3. Optimum cone angle

for controlled expansion.4. Tested and approved by

the independent UK and international approval bodies.

Product Information

ho

Dw

Sw

Standardembedment

Reducedembedment

ho

RAWL® R-SPT Throughbolt - Zinc Plated

BOLTSIZE(d)

HOLE IN

CONCRETE(mm)(do )

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw )

WASHER DIAMETER

(mm)(Dw )

THREADLENGTH

(mm)(lG )

HOLEDIAMETERIN FIXTURE

(mm)(lG )

STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THIC KNESS

(mm)(hmin )

REC.TORQUE

(mm)(Tinst )

ZINC PLATED

MINIMUM HOLE DEPTH(mm)(ho )

EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE


MINIMUM HOLE

DEPTH(mm)(ho )

EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE



M6 6

40

10 12.5

15

6.5

— — — 24 16 7

100 5

56-102 R-SPT-06040/755 25 — — — 30 22 16 56-104 R-SPT-06055/1670 35 50 42 12 30 22 32 56-108 R-SPT-06070/1285 50 50 42 26 30 22 46 56-110 R-SPT-06085/2695 60 50 42 36 30 22 56 56-112 R-SPT-06095/36

M8 8

50

13 17

14

9

— — — 40 26 5

100 15

56-114 R-SPT-08050/565 25 — — — 40 33 15 56-116 R-SPT-08065/1580 40 55 48 15 40 33 30 56-120 R-SPT-08080/1595 55 55 48 30 40 33 45 56-122 R-SPT-08095/30115 75 55 48 50 40 33 65 56-125 R-SPT-08115/50150 70 55 48 85 40 33 100 56-123 R-SPT-08115/85

M10 10

65

17 21

21

11

— — — 50 37 5

100 25

56-129 R-SPT-10065/580 30 60 52 7 50 40 16 56-128 R-SPT-10080/795 45 60 52 22 50 40 32 56-132 R-SPT-10095/22115 65 60 52 42 50 40 52 56-136 R-SPT-10115/42130 80 60 52 57 50 40 67 56-138 R-SPT-10130/57150 100 60 52 77 50 40 87 56-137 R-SPT-10150/77

M12 12

80

19 24

30

13

— — — 60 48 5

110 45

56-139 R-SPT-12080/5100 40 80 69 4 60 48 24 56-140 R-SPT-12100/4120 60 80 69 24 60 48 44 56-144 R-SPT-12120/24135 75 80 69 39 60 48 58 56-148 R-SPT-12135/39150 90 80 69 54 60 48 73 56-150 R-SPT-12150/54180 100 80 69 84 60 48 103 56-147 R-SPT-12180/84220 120 80 69 124 60 48 143 56-149 R-SPT-12220/124235 140 80 69 139 60 48 158 56-146 R-SPT-12235/139

M16 16

90

24 30

32

18

— — — 50 37 20

130 110

56-154 R-SPT-16090/20105 55 — — — 80 67 5 56-153 R-SPT-16105/25125 45 100 89 5 80 67 25 56-155 R-SPT-16125/5140 60 100 89 20 80 67 40 56-152 R-SPT-16140/20150 70 100 89 30 80 67 50 56-163 R-SPT-16150/30180 100 100 89 60 80 67 80 56-156 R-SPT-16180/60220 140 100 89 100 80 67 120 56-158 R-SPT-16220/100280 140 100 89 160 80 67 180 56-157 R-SPT-16280/160

M20 20

125

30 37

65

22

— — — 100 85 5

160 180

56-159 R-SPT-20125/5160 65 120 105 20 100 85 40 56-160 R-SPT-20160/20200 100 120 105 60 100 85 80 56-164 R-SPT-20200/60300 100 120 105 160 100 85 180 56-166 R-SPT-20300/160

M24 24180

36 4465

26135 112 20 120 92 35

200 32056-168 R-SPT-24180/20

260 65 135 112 100 120 92 115 56-172 R-SPT-24260/100300 105 135 112 140 120 92 155 56-175 R-SPT-24300/140


RAWL® R-SPT THROUGHBOLTFOR CONCRETE

RAWL® R-SPT Throughbolt - Hot Dip Galvanized

BOLTSIZE(d)

HOLE IN

CONCRETE(mm)(do )

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw )

WASHER DIAMETER

(mm)(Dw )

THREADLENGTH

(mm)(lG )


(mm)(lG )

STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THICKNESS

(mm)(hmin )

REC.TORQUE

(mm)(Tinst )

HOT DIP GALVANIZED


EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE


MINIMUM HOLE

DEPTH(mm)(ho )

EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE



M8 8

50

13 17

14

9

— — — 40 26 5

100 15

56-814 R-SPT-HD-08050/5

65 25 — — — 40 33 15 56-816 R-SPT-HD-08065/15

80 40 55 48 15 40 33 30 56-820 R-SPT-HD-08080/15

95 55 55 48 30 40 33 45 56-822 R-SPT-HD-08095/30

115 75 55 48 50 40 33 65 56-825 SPT-HD-08115/50

M10 10

65

17 21

21

11

— — — 50 37 5

100 25

56-829 R-SPT-HD-10065/5

80 30 60 52 7 50 39 16 56-828 R-SPT-HD-10080/7

95 45 60 52 22 50 40 32 56-832 R-SPT-HD-10095/22

115 65 60 52 42 50 40 52 56-836 R-SPT-HD-10115/42

130 80 60 52 57 50 40 67 56-838 R-SPT-HD-10130/57

M12 12

80

19 24

30

13

— — — 60 48 5

110 45

56-839 R-SPT-HD-12080/5

100 40 80 69 4 60 48 24 56-840 R-SPT-HD-12100/4

120 60 80 69 24 60 48 44 56-844 R-SPT-HD-12120/24

135 75 80 69 39 60 48 58 56-848 R-SPT-HD-12135/39

150 90 80 69 54 60 48 75 56-850 R-SPT-HD-12150/54

180 100 80 69 84 60 48 105 56-847 R-SPT-HD-12180/84

M16 16

105

24 30

55

18

— — — 80 65 25

130 110

56-853 R-SPT-HD-16105/25

140 60 100 89 20 80 67 40 56-852 R-SPT-HD-16140/20

180 100 100 89 60 80 67 80 56-856 R-SPT-HD-16180/60

220 140 100 89 100 80 67 120 56-858 R-SPT-HD-16220/100

M20 20

125

30 37

65

22

— — — 100 80 5

160 180

56-859 R-SPT-HD-20125/5

160 65 120 105 20 100 85 40 56-860 R-SPT-HD-20160/20

200 100 120 105 60 100 85 80 56-864 R-SPT-HD-20200/60

M24 24 260 36 44 65 26 135 112 100 120 92 115 200 320 56-872 R-SPT-HD-24260/100

Product Information

RAWL® R-SPT Throughbolt - Stainless Steel Grade 316 (A4)

BOLTSIZE(d)

HOLE IN

CONCRETE(mm)(do )

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw )

WASHER DIAMETER

(mm)(Dw )

THREADLENGTH

(mm)(lG )


(mm)(lG )

STANDARD EMBEDMENT REDUCED EMBEDMENTMINIMUM SUBSTRATE THICKNESS

(mm)(hmin )

REC.TORQUE

(mm)(Tinst )

STAINLESS STEEL GRADE 316 (A4)


EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE


MINIMUM HOLE

DEPTH(mm)(ho )

EFFECTIVEEMBEDMENT

(mm)(hef )

MAXIMUMFIXTURE



M6 655

10 12.525

6.5— — — 30 22 16

100 556-604 R-SPT-A4-06055/16

85 50 50 42 26 30 22 46 56-610 R-SPT-A4-06085/26

M8 8

50

13 17 9 100 15

56-614 R-SPT-A4-08050/5

65 25 — — — 40 33 15 56-616 R-SPT-A4-08065/15

80 40 55 48 15 40 33 30 56-620 R-SPT-A4-08080/15

105 25 55 48 40 40 33 55 56-624 R-SPT-A4-080105/40

M10 10

65

17 21 11 100 25

56-627 R-SPT-A4-10065/5

80 30 60 52 7 50 39 16 56-628 R-SPT-A4-10080/7

95 45 60 52 22 50 40 32 56-632 R-SPT-A4-10095/22

115 65 60 52 42 50 40 52 56-636 R-SPT-A4-10115/42

130 80 60 52 57 50 40 67 56-638 R-SPT-A4-10130/57

M12 12

100

19 24

40

13

80 69 4 60 48 24

110 45

56-640 R-SPT-A4-12100/4

120 60 80 69 24 60 48 44 56-644 R-SPT-A4-12120/24

135 75 80 69 39 60 48 58 56-648 R-SPT-A4-12135/39

150 90 80 69 54 60 48 75 56-650 R-SPT-A4-12150/54

M16 16

105

24 30

55

18

— — — 80 65 25

130 110

56-651 R-SPT-A4-16105/25

140 60 100 89 20 80 67 40 56-652 R-SPT-A4-16140/20

180 100 100 89 60 80 67 80 56-656 R-SPT-A4-16180/60

220 140 100 89 100 80 67 120 56-658 R-SPT-A4-16220/100

M20 20

125

30 37

65

22

— — — 100 80 5

160 180

56-659 R-SPT-A4-20125/5

160 65 120 105 20 100 85 40 56-660 R-SPT-A4-20160/20

200 100 120 105 60 100 85 80 56-664 R-SPT-A4-20200/60

300 100 120 105 160 100 85 180 56-666 R-SPT-A4-20300/160

M24 24 260 36 44 65 26 135 112 100 120 92 115 200 320 56-672 R-SPT-A4-24260/100


RAWL® R-SPT THROUGHBOLT

Installation



3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached.


Specifi cation Data

EDGE (mm)

TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORSM6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24

30 0.6040 0.73 0.6050 0.87 0.70 0.6060 1.00 0.81 0.65 0.74 0.5080 1.00 0.83 0.70 1.00 0.74 0.61100 1.00 0.85 0.65 1.00 0.87 0.60110 0.92 0.71 1.00 0.70120 1.00 0.77 0.65 0.81 0.60140 0.88 0.75 0.61 1.00 0.74 0.60160 1.00 0.85 0.70 0.86 0.71 0.62180 0.95 0.79 1.00 0.83 0.72190 1.00 0.83 0.88 0.78210 0.91 1.0 0.89230 1.0 1.0

SPACING(mm)


M6 M8 M10 M12 M16 M20 M2430405060 0.6580 0.77 0.67100 0.88 0.75 0.68120 1.00 0.85 0.76 0.70150 1.00 0.90 0.80 0.70170 1.00 0.86 0.75 0.70210 1.00 0.85 0.79 0.70230 0.90 0.83 0.74270 1.00 0.91 0.83310 1.00 0.91350 1.00

Edge Distance Zinc Plated (Concrete Only) Spacing (Concrete Only)EDGE (mm)

TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORSM6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24

30 0.6040 0.73 0.60 0.6450 0.87 0.73 0.82 0.6260 1.00 0.87 0.65 1.00 0.74 0.6080 1.00 0.83 0.65 1.00 0.80 0.67100 1.00 0.77 0.65 1.00 0.84 0.62120 0.88 0.77 0.65 1.00 0.74 0.58140 1.00 0.88 0.77 0.65 0.87 0.73 0.58160 1.00 0.88 0.74 1.00 0.82 0.66190 1.00 0.83 1.00 0.78220 0.91 0.88250 1.00 1.00

SPACING(mm)


M6 M8 M10 M12 M16 M20 M243040 0.6550 0.77 0.6560 0.88 0.77 0.6580 1.00 0.88 0.77 0.65100 1.00 0.88 0.77 0.65120 1.00 0.88 0.77150 1.00 0.88 0.74180 1.00 0.83 0.74190 0.91 0.83220 1.00 0.91260 1.00


SIZE



DISTANCE (mm)


(mm)CHARACTERISTIC LOAD(kN)

DESIGN RESISTANCE (Factored) (kN)

RECOMMENDED LOAD (Unfactored) (kN)




TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )



M6 6.8 7.1 3.1 3.9 2.6 3.3 4.5 4.7 2.1 2.6 1.8 2.2 60 80M8 10.5 13.6 4.9 7.5 4.1 6.3 8.5 10.1 4.0 5.6 3.3 4.7 80 100M10 15.1 18.4 7.0 10.2 5.8 8.5 10.7 15.3 5.0 8.5 4.2 7.1 100 120M12 23.7 26.6 11.0 14.8 9.2 12.3 15.0 22.9 7.0 12.7 5.8 10.6 120 150M16 36.6 50.3 17.0 28.0 14.2 23.3 23.0 42.5 10.7 23.6 8.9 19.7 160 180M20 45.7 73.3 21.2 40.7 17.7 33.9 38.0 63.2 17.6 35.1 14.7 29.3 190 260M24 52.8 94.5 24.4 52.5 20.3 43.8 48.9 87.2 22.7 48.4 18.9 40.3 250 300

Reduction Factors - Edge and Spacing Distances for Rawl® SPT.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.

Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.

Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

RAWL® SPT Throughbolt Zinc Plated Performance Data

RAWL® SPT Throughbolt Stainless Steel Performance Data

FOR CONCRETE

SIZE



DISTANCE (mm)


(mm)CHARACTERISTIC LOAD(kN)

DESIGN LOAD (factored) (kN)

RECOMMENDED LOAD (unfactored) (kN)


DESIGN LOAD (factored) (kN)

RECOMMENDED LOAD (unfactored) (kN)

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (Ccr,N )

SHEAR (Ccr,V )


M6 7.6 8.0 3.5 4.4 2.9 3.7 5.0 5.7 2.3 3.2 1.9 2.7 60 80 120M8 11.1 14.7 5.1 8.1 4.3 6.8 9.2 11.3 4.3 6.3 3.6 5.3 80 100 150M10 17.5 23.1 8.1 12.8 6.8 10.7 11.1 19.3 5.2 10.7 4.3 8.9 100 110 170M12 26.3 33.5 12.2 18.6 10.2 15.5 17.2 28.7 8.0 15.9 6.7 13.3 120 140 210M16 40.5 61.4 18.8 34.1 15.7 28.4 28.1 51.8 13.0 28.8 10.8 24.0 160 180 270M20 54.3 96.0 25.1 53.3 20.9 44.4 47.1 79.4 21.8 36.5 18.2 30.4 190 210 310M24 64.7 131.2 30.0 72.9 25.0 60.8 60.9 103.4 28.2 57.5 23.5 47.9 230 230 350

Edge Distance Stainless Steel (Concrete Only) Spacing (Concrete Only)


BRASS ANCHORSFOR CONCRETE, BRICKWORK AND STONE

DESCRIPTIONBrass Anchor for medium loads.Anchor is set by torquing the screw or stud inducing expansion.Possibility of anchoring in substrates where a deep hole cannot be drilled.Surface-flush anchorage allows the attached item to be removed and refitted several times.Suitable for all screws and studs with a metric thread.

SUITABLE FOR USE IN:Non-cracked concrete ≥ 20 N/mm2 Solid Brickwork Stone

Product Information

Brass Anchors

M - THREADSIZE(mm)

D - HOLEDIAMETER

(mm)

H - HOLEDEPTH(mm)

L - ANCHORLENGTH

(mm)

QUANTITY PRODUCT CODEPACK OUTER

M5 7 22 20 100 2400 TM-05

M6 8 27 25 100 2400 TM-06

M8 10 32 30 100 2400 TM-08

M10 12 43 40 100 2400 TM-10

M12 15 40 38 50 1200 TM-12

M16 20 48 45 50 1200 TM-16

Installation


R-DCA WEDGE ANCHORFOR CONCRETE & STONE

DESCRIPTIONProvides permanently fixed threaded sockets in concrete. Allows bolts or studs to be installed and removed without damaging the anchor. Available in: zinc plated steel and stainless steel grade A4 (1.4401). Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.

SUITABLE FOR USE IN:ConcreteStone.

FEATURES1. Internally threaded to take stud or bolt.2. Easy to install by hammer action.3. Slotted sleeve and captive internal tapered wedge

to facilitate easy setting and expansion.

Product Information

Installation



3. Insert wedge anchor, slotted end first.

5. Alternatively use mechanical setting tool with appropriate drilling machine.

4. Use the setting tool to drive the internal wedge into the anchor.

R-DCA WEDGE ANCHOR - ZINC PLATED

THREADSIZE(d)

ANCHORLENGTH

(mm)( l )

THREAD LENGTH(mm)(lG )

HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-108 WA-06M8 30 13 10 32 11 77-120 WA-08

M10 40 15 12 42 22 77-132 WA-10M12 50 20 15 52 38 77-141 WA-12M16 65 25 20 67 95 77-150 WA-16M20 80 35 25 82 185 77-162 WA-20

Manual Setting Tool

THREAD SIZE(d) PRODUCT CODE NEW CODE

M6 77-208 WA-ST-06M8 77-220 WA-ST-08

M10 77-232 WA-ST-10M12 77-241 WA-ST-12M16 77-250 WA-ST-16M20 77-262 WA-ST-20

Mechanical Setting Tool

THREAD SIZE(d) GRIP TYPE PRODUCT CODE NEW CODE

M6 SDS-plus 77-209 WA-SDS-06M8 SDS-plus 77-221 WA-SDS-08M10 SDS-plus 77-233 WA-SDS-10M12 SDS-plus 77-242 WA-SDS-12M16 SDS-max 77-251 WA-SDS-16M20 SDS-max 77-263 WA-SDS-20

R-DCA WEDGE ANCHOR - STAINLESS STEEL

THREADSIZE(d)

ANCHORLENGTH

(mm)( l )

THREAD LENGTH(mm)(lG )

HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-608 WA-A4-06M8 30 13 10 32 11 77-620 WA-A4-08

M10 40 15 12 42 22 77-632 WA-A4-10M12 50 20 15 52 38 77-641 WA-A4-12M16 65 25 20 67 95 77-650 WA-A4-16

ETA PENDING 2007


FOR CONCRETE & STONE

R-DCA WEDGE ANCHOR


Specifi cation Data

R-DCA WEDGE ANCHOR Performance Data

SIZE


CHARACTERISTIC RESISTANCE (kN)



CHARACTERISTIC EDGE DISTANCE (mm) *

CHARACTERISTIC SPACING (mm)

TENSION (NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION (Nrec)

SHEAR (Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)

TENSION & SHEAR (Scr,N) (Scr,V)

M6 7.9 4.3 3.7 2.4 3.1 2.0 80 80 90

M8 9.5 7.5 4.4 4.1 3.7 3.4 90 90 110

M10 15.9 11.8 7.4 6.6 6.2 5.5 120 120 140

M12 20.3 17.2 9.4 9.6 7.8 8.0 160 160 170

M16 31.8 32.0 14.7 17.8 12.3 14.8 220 220 250

M20 43.1 49.9 20.0 27.7 16.7 23.1 250 250 300

Reduction Factors - Edge and Spacing Distances for Wedge AnchorThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,

the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two

lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table.On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

Minimum Edge Distance (Concrete Only)

EDGE (mm)



M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20

70 7080 1.00 80 1.0090 1.00 90 1.00100 100120 1.00 120 1.00140 140160 1.00 160 1.00190 190220 1.00 220 1.00250 1.00 250 1.00


SPACING(mm)


M6 M8 M10 M12 M16 M20

50 0.8060 0.85 0.8070 0.90 0.84 0.8090 1.00 0.92 0.86 0.80110 1.00 0.91 0.85 0.80140 1.00 0.93 0.84 0.80170 1.00 0.88 0.84210 0.94 0.89250 1.00 0.94300 1.00

* It is recommended that Wedge anchors are not installed below the “characteristic” edge distances quoted in the table above.


R-DCL LIPPED WEDGE ANCHORFOR CONCRETE & STONE

DESCRIPTIONThe Lipped Wedge Anchor provides an easy to install fixing.Allows for bolts and studs to be installed and removed without effecting the anchor. Available in zinc plated steel.Install with manual setting tool or mechanical setting tool for use with hammer action drilling machines.

SUITABLE FOR USE IN:ConcreteStone.

FEATURES1. Internally threaded to take stud or bolt.2. Easy to install flush to the surface.3. Ideal for setting in cavity ceilings.

Product Information

Installation



3. Insert wedge anchor, slotted end first.

5. Alternatively use mechanical setting tool with appropriate drilling machine.

4. Use the setting tool to drive the internal wedge into the anchor.

R-DCL WEDGE ANCHOR - Zinc plated

THREADSIZE(d)

ANCHORLENGTH

(mm)( l )

THREAD LENGTH

(mm)(lG )

HOLE DIAMETER

(mm)(do)

HOLE DEPTH(mm)(ho )

MAXIMUMRECOMMENDED

TORQUE(Nm)

(Tinst )


M6 25 11 8 27 4.5 77-908 LWA-06L

M8 30 13 10 32 11 77-920 LWA-08L

M10 40 15 12 42 22 77-932 LWA-10L

M12 50 20 15 52 38 77-941 LWA-12L

M16 65 25 20 67 95 77-950 LWA-16L

Manual Setting Tool

THREAD SIZE(d) NEW CODE PRODUCT CODE

M6 77-208 WAN-ST-06-W1

M8 77-220 WAN-ST-08-W1

M10 77-232 WAN-ST-10-W1

M12 77-241 WAN-ST-12-W1

M16 77-250 WAN-ST-16-W1

Mechanical Setting Tool

THREAD SIZE(d) GRIP TYPE NEW CODE PRODUCT CODE

M6 SDS-plus 77-209 WAN-SDS-06-W1




M16 SDS-max 77-251 WAN-SDS-16-W1

ETA PENDING 2007


R-DCL LIPPED WEDGE ANCHORFOR CONCRETE & STONE

Specifi cation Data

R-DCL WEDGE ANCHOR Performance Data

SIZE





CHARACTERISTIC EDGE DISTANCE (mm) *


TENSION (NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION (Nrec)

SHEAR (Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)


M6 7.9 4.3 3.7 2.4 3.1 2.0 80 80 90

M8 9.5 7.5 4.4 4.1 3.7 3.4 90 90 110

M10 15.9 11.8 7.4 6.6 6.2 5.5 120 120 140

M12 20.3 17.2 9.4 9.6 7.8 8.0 160 160 170

M16 31.8 32.0 14.7 17.8 12.3 14.8 220 220 250

Reduction Factors - Edge and Spacing Distances for Lipped Wedge Anchor.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,

the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two

lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table.On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

Minimum Edge Distance (Concrete Only)

EDGE (mm)



M6 M8 M10 M12 M16 M6 M8 M10 M12 M16

70 7080 1.00 80 1.0090 1.00 90 1.00100 100120 1.00 120 1.00140 140160 1.00 160 1.00190 190220 1.00 220 1.00250 250


SPACING(mm)


M6 M8 M10 M12 M16

50 0.8060 0.85 0.8070 0.90 0.84 0.8090 1.00 0.92 0.86 0.80110 1.00 0.91 0.85 0.80140 1.00 0.93 0.84170 1.00 0.88210 0.94250 1.00300

* It is recommended that Wedge anchors are not installed below the “characteristic” edge distances quoted in the table above.


DESCRIPTIONWorld’s most popular expanding shield anchor. Easy to use with good load carrying capacity.Ideal general purpose anchor bolt with excellent tolerance to variation in hole size.The collapsible ferrule ensures positive clamping force is transmitted to the fixture.

SUITABLE FOR USE IN:ConcreteBrickworkStone.

FEATURES1. Bolt lengths suitable for fixture thickness up to

150mm.2. Ferrule marked with hole

diameter for correct installation.3. Pressed steel segments

ensure consistent dimensional accuracy.

4. Optimum taper nut angle for maximum expansion in all substrates.

5. Shield available seperately.

Product Information

RAWLBOLT® Shield Anchor Loose Bolt

REFERENCEBOLT SIZE(d)

BOLTLENGTH

(mm)( l )

BOLT HEAD DIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

SHIELDLENGTH

(mm)(s)

FIXTURE THICKNESS

(mm)

HOLE DIAMETER

(mm) MINIMUM

HOLEDEPTH(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm) PRODUCT CODE NEW CODE

MAX.(mm)(Tfi x)

MIN.(mm)(Tfi x)

IN FIXTURE(mm)(df)

IN STRUCT.(mm)(do)

30N/mm2CONCRETE

(Tinst)

20.5N/mm2BRICKWORK

(Tinst)

M6 10LM6

5510 12.5 45

100 6.5 12 50 35 70 6.5 5.0

44-015 RBL-M06/10M6 25L 70 25 44-020 RBL-M06/25M6 40L 85 40 44-025 RBL-M06/40M8 10L

M865

13 17 5010

0 9.0 14 55 40 80 15 7.544-055 RBL-M08/10

M8 25L 80 25 44-060 RBL-M08/25M8 40L 95 40 44-065 RBL-M08/40M10 10L

M10

75

17 21 60

10

0 11 16 65 50 100 27 13

44-105 RBL-M10/10M10 25L 90 25 44-110 RBL-M10/25M10 50L 115 50 44-115 RBL-M10/50M10 75L 140 75 44-120 RBL-M10/75M12 10L

M12

90

19 24 75

10

0 13 20 85 60 120 50 23

44-155 RBL-M12/10M12 25L 105 25 44-160 RBL-M12/25M12 40L 120 40 44-165 RBL-M12/40M12 60L 140 60 44-170 RBL-M12/60M16 15L

M16125

24 30 11515 0

17 25 125 95 190 120 –44-205 RBL-M16/15

M16 30L 150 30 10 44-210 RBL-M16/30M16 60L 180 60 30 44-215 RBL-M16/60M20 60L

M20195

30 37 13060 25

22 32 140 115 220 230 –44-255 RBL-M20/60

M20 100L 235 100 60 44-260 RBL-M20/100M24 100L

M24255

36 50 150100 25

26 38 160 125 240 400 –44-305 RBL-M24/100

M24 150L 300 150 100 44-310 RBL-M24/150

RAWLBOLT® SHIELD ANCHOR LOOSE BOLTFOR CONCRETE, BRICKWORK & STONE

ho

Sw

Dw

REFERENCE

SHIELDLENGTH

(mm)(s)

HOLE DIAMETER

IN STRUCTURE(mm)(do)

MINIMUM HOLE

DEPTH(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE(Nm)

PRODUCT CODE NEW CODE30N/mm2CONCRETE

(Tinst)

20.5N/mm2BRICKWORK

(Tinst)

M6S 45 12 50 35 70 6.5 5.0 44-010 RBL-M06M8S 50 14 55 40 80 15 7.5 44-050 RBL-M08M10S 60 16 65 50 100 27 13 44-100 RBL-M10M12S 75 20 85 60 120 50 23 44-150 RBL-M12M16S 115 25 125 95 190 120 – 44-200 RBL-M16M20S 130 32 140 115 220 230 – 44-250 RBL-M20M24S 150 38 160 125 240 400 – 44-300 RBL-M24

RAWLBOLT® Shield


Specifi cation Data

1. Drill a hole of required diameter and depth. Note: When fixing into brickwork, mortar joints should be avoided.


3. Remove bolt and washer. Insert shield and place fixture over the hole.

4. Insert bolt with washer through the fixture and tighten to the recommended torque.

Installation

RAWLBOLT® Shield Anchor Loose Bolt Performance Data

SIZE

CONCRETE, fck,cube = 30N/mm2 (C20/25) Brickwork = 20.5 N/mm2




CHARACTERISTIC EDGE DISTANCE (mm)



TENSION (NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION (Nrec)

SHEAR (Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)


TENSION & SHEAR (Nrec) (Vrec)

M6 9.6 8.2 4.5 4.5 3.8 3.8 80 100 120 1.8

M8 12.1 12.8 5.6 7.1 4.7 5.9 100 120 150 2.3

M10 16.7 20.9 7.7 11.6 6.4 9.7 120 160 180 2.9

M12 24.6 30.5 11.4 16.9 9.5 14.1 160 180 250 4.3

M16 57.4 55.3 26.6 30.7 22.2 25.6 190 260 290Bolts above M12

are not recommended in brickwork.

M20 79.4 88.1 36.8 48.9 30.7 40.8 250 300 330 When calculating loads in brickwork, apply the published edge distance and spacing for

concrete and assume these figures to be the absolute minimums.

Concrete reduction factors must NOT be applied.

M24 99.0 122.8 45.8 68.2 38.2 56.8 280 350 420


Reduction Factors - Edge and Spacing Distances for Rawlbolt Shield Anchor Loose BoltThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.

Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD.Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found.

Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE (mm)



M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24

50 0.70 60 0.5060 0.80 0.70 70 0.6470 0.90 0.80 0.70 80 0.76 0.5080 1.00 0.90 0.80 0.70 100 1.00 0.75 0.50

100 1.00 0.90 0.78 0.70 120 1.00 0.69 0.50120 1.00 0.85 0.78 0.70 160 1.00 0.85140 0.93 0.85 0.76 0.70 170 0.93 0.50160 1.00 0.93 0.82 0.76 180 1.00 0.55190 1.00 0.88 0.82 220 0.76 0.50220 0.94 0.88 260 1.00 0.75 0.50250 1.00 0.94 300 1.00 0.75280 1.00 350 1.00


SPACING(mm)


M6 M8 M10 M12 M16 M20 M24

60 0.7080 0.80 0.70100 0.90 0.80 0.70120 1.00 0.90 0.80 0.70150 1.00 0.90 0.78 0.70180 1.00 0.85 0.78 0.70210 0.93 0.85 0.78 0.70250 1.00 0.93 0.85 0.76290 1.00 0.93 0.82330 1.00 0.88370 0.94420 1.00

Brickwork ApplicationWhen installing into brickwork and there is a combined load in tension and shear, the resultant load must not exceed the quoted performance figure.

RAWLBOLT® SHIELD ANCHOR LOOSE BOLT


DESCRIPTIONWorld’s most popular expanding shield anchor. Easy to use with good load carrying capacity.Ideal general purpose anchor bolt with excellent tolerance to variation in hole size.The collapsible ferrule ensures positive clamping force is transmitted to the fixture.


FEATURES1. Provides a projecting stud to support fixture

during installation and removal.2. Ferrule marked with hole diameter for correct

installation.3. Pressed steel segments ensure consistent

dimensional accuracy.4. Optimum taper nut angle for maximum

expansion in all substrates.

Product Information

RAWLBOLT® Shield Anchor Bolt Projecting


BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

SHIELDLENGTH

(mm)(s)

FIXTURE THICKNESS

(mm)

HOLE DIAMETER(mm) MINIMUM

HOLEDEPTH(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)


(mm)(hmin)

RECOMMENDED TORQUE

(Nm) PRODUCT CODE NEW CODE

MAX.(mm)(Tfi x)

MIN.(mm)(Tfi x)

IN FIXTURE

(mm)(df)

IN STRUCT.

(mm)(do)

30N/mm2CONCRETE

(Tinst)

20.5N/mm2BRICKWORK

(Tinst)

M6 10PM6

6510 12.5 45

100 6.5 12 50 35 70 6.5 5.0

44-505 RBP-M06/10M6 25P 80 25 44-510 RBP-M06/25M6 60P 15 60 44-515 RBP-M06/60M8 10P

M875

13 17 5010

0 9.0 14 55 40 80 15 7.544-555 RBP-M08/10

M8 25P 90 25 44-560 RBP-M08/25M8 60P 125 60 44-565 RBP-M08/60M10 15P

M1090

17 21 6015

0 11 16 65 50 100 27 1344-605 RBP-M10/15

M10 30P 105 30 44-610 RBP-M10/30M10 60P 135 60 44-615 RBP-M10/60M12 15P

M12110

19 24 7515

0 13 20 85 60 120 50 2344-655 RBP-M12/15

M12 30P 125 30 44-660 RBP-M12/30M12 75P 170 75 44-665 RBP-M12/75M16 15P

M16150

24 30 11515 0

17 25 125 95 190 120 –44-705 RBP-M16/15

M16 35P 170 35 10 44-710 RBP-M16/35M16 75P 210 75 35 44-715 RBP-M16/75M20 15P

M20170

30 37 13015 0

22 32 140 115 220 230 –44-755 RBP-M20/15

M20 30P 185 30 10 44-760 RBP-M20/30M20 100P 255 100 30 44-765 RBP-M20/100M24 75P

M24255

36 50 15075 0

26 38 160 125 240 400 –44-805 RBP-M24/75

M24 120P 300 120 75 44-810 RBP-M24/150

ho

Sw

Dw



3. Remove nut and washer and insert anchor into hole. Position fixture over the thread.

4. Add washer and nut and tighten to recommended torque.

Installation

RAWLBOLT® SHIELD ANCHOR BOLT PROJECTINGFOR CONCRETE, BRICKWORK & STONE


Specifi cation Data

RAWLBOLT® Shield Anchor Bolt Projecting Performance Data

SIZE

CONCRETE, fck,cube = 30N/mm2 (C20/25) BRICKWORK = 20.5 N/mm2







TENSION (NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION (Nrec)

SHEAR (Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)


TENSION & SHEAR (Nrec) (Vrec)

M6 9.6 8.2 4.5 4.5 3.8 3.8 80 100 120 1.8

M8 12.1 12.8 5.6 7.1 4.7 5.9 100 120 150 2.3

M10 16.7 20.9 7.7 11.6 6.4 9.7 120 160 180 2.9

M12 24.6 30.5 11.4 16.9 9.5 14.1 160 180 250 4.3

M16 57.4 55.3 26.6 30.7 22.2 25.6 190 260 290Bolts above M12

are not recommended in brickwork.

M20 79.4 88.1 36.8 48.9 30.7 40.8 250 300 330When calculating loads in

brickwork, apply the published edge distance and spacing for

concrete and assume these figures to be the absolute minimums.

Concrete reduction factors must NOT be applied.

M24 99.0 122.8 45.8 68.2 38.2 56.8 280 350 420


Reduction Factors - Edge and Spacing Distances for Rawlbolt Bolt ProjectingThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable,

the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required).

Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE (mm)



M6 M8 M10 M12 M16 M20 M24 M6 M8 M10 M12 M16 M20 M24

50 0.70 60 0.5060 0.80 0.70 70 0.6470 0.90 0.80 0.70 80 0.76 0.5080 1.00 0.90 0.80 0.70 100 1.00 0.75 0.50100 1.00 0.90 0.78 0.70 120 1.00 0.69 0.50120 1.00 0.85 0.78 0.70 160 1.00 0.85140 0.93 0.85 0.76 0.70 170 0.93 0.50160 1.00 0.93 0.82 0.76 180 1.00 0.55190 1.00 0.88 0.82 220 0.76 0.50220 0.94 0.88 260 1.00 0.75 0.50250 1.00 0.94 300 1.00 0.75280 1.00 350 1.00


SPACING(mm)


M6 M8 M10 M12 M16 M20 M24

60 0.7080 0.80 0.70100 0.90 0.80 0.70120 1.00 0.90 0.80 0.70150 1.00 0.90 0.78 0.70180 1.00 0.85 0.78 0.70210 0.93 0.85 0.78 0.70250 1.00 0.93 0.85 0.76290 1.00 0.93 0.82330 1.00 0.88370 0.94420 1.00

Brickwork ApplicationWhen installing into brickwork and there is a combined load in tension and shear, the resultant load must not exceed the quoted performance figure.

RAWLBOLT® SHIELD ANCHOR BOLT PROJECTINGFOR CONCRETE, BRICKWORK & STONE


DESCRIPTIONSuitable for temporary or permanent anchorage.Supplied complete with shield, washer and hex nut.Must not be used for safety harness applications or for lifting where shock load could be applied.


FEATURES1. Eye designed & manufactured for maximum

performance.2. Ferrule marked with hole diameter to ensure

correct installation.3. Pressed steel segments ensure consistent dimensional accuracy.4. Optimum geometry taper angle for maximum expansion in all substrates.

Product Information



3. Insert the Eye Bolt and position accordingly.

Installation

4. Tighten to recommended torque, using the nut (not the eye).

RAWLBOLT® Shield Anchor Eye Bolt


SHIELDLENGTH

(mm)(s)

OVERALL LENGTH

(mm)(l)

HOLE DIAMETER

IN STRUCTURE(mm) (do)

MINIMUM HOLE

DEPTH(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)

APPROXIMATEDIAMETER

IN EYE(mm)(E)


PRODUCT CODE NEW CODE30N/mm2

CONCRETE

(Tinst)

20.5N/mm2 BRICKWORK

(Tinst)

M6E M6 45 73 12 50 35 10 6.5 5 44-432 RBL-06EM8E M8 50 87 14 55 40 12 15 7.5 44-437 RBL-08E

M10E M10 60 108 16 65 50 14 27 13 44-442 RBL-10EM12E M12 75 130 20 85 60 17 50 23 44-447 RBL-12E

RAWLBOLT® SHIELD ANCHOR EYE BOLT

Specifi cation Data (Concrete Only)

RAWLBOLT® Shield Anchor Eye Bolt Performance Data

SIZE





CHARACTERISTIC EDGE DISTANCE

(mm)


(mm)



(mm)


(mm)

TENSION (NRk)

TENSION (NRd)

TENSION (Nrec)

TENSION ( Ccr,N )

TENSION(Scr,N )

OBLIQUE 45o

(Frec )SHEAR

( Ccr,V )SHEAR

(Scr,V )

M6 5.3 2.4 2.0 80 120 0.57 70 80

M8 9.6 4.5 3.8 100 150 1.67 85 100

M10 15.2 7.0 5.8 120 180 2.31 100 120

M12 22.1 10.2 8.5 160 250 3.23 130 160


For brickwork data in tension only, refer to standard Rawlbolt brickwork table on preceding pages

FOR CONCRETE, BRICKWORK & STONE

ho


DESCRIPTIONSuitable for temporary or permanent anchorage.Supplied complete with shield, washer and hex nut.Must not be used for safety harness applications or for lifting where shock load could be applied.


FEATURES1. Eye designed & manufactured for maximum

performance.2. Ferrule marked with hole diameter to ensure

correct installation.3. Pressed steel segments ensure consistent dimensional accuracy.4. Optimum geometry taper angle for maximum expansion in all substrates.

Product Information

ho



3. Insert the Hook Bolt and position accordingly.

Installation

4. Tighten to recommended torque, using the nut (not the hook).

RAWLBOLT® Shield Anchor Hook Bolt


SHIELDLENGTH

(mm)(s)

OVERALL LENGTH

(mm)(l)

HOLE DIAMETER

IN STRUCTURE(mm) (do)

MINIMUM HOLE

DEPTH(mm)(ho)

EFFECTIVE EMBEDMENT

DEPTH(mm)(hef)

APPROXIMATEDIAMETERIN HOOK

(mm)(H)


PRODUCT CODE NEW CODE30N/mm2

CONCRETE

(Tinst)

20.5N/mm2BRICKWORK

(Tinst)

M6H M6 45 83 12 50 35 8 6.5 5 44-401 RBL-06HM8H M8 50 98 14 55 40 10 15 7.5 44-406 RBL-08H

M10H M10 60 120 16 65 50 12 27 13 44-411 RBL-10HM12H M12 75 145 20 85 60 16 50 23 44-416 RBL-12H

Specifi cation Data

RAWLBOLT® Shield Anchor Hook Bolt Performance Data

SIZE

BRICKWORK AND CONCRETE, fck,cube = 30N/mm2 (C20/25)





(mm)


(mm)

Tension (NRk)

Tension (NRd)

Tension (Nrec)

Tension ( Ccr,N )

Tension(Scr,N )

M6 2.2 1.0 0.8 70 80

M8 4.2 1.9 1.6 85 100

M10 6.5 3.0 2.5 100 120

M12 9.4 4.3 3.6 120 140


RAWLBOLT® SHIELD ANCHOR HOOK BOLTFOR CONCRETE, BRICKWORK & STONE

H


RAWLOK® BOLT PROJECTINGFOR CONCRETE, BRICK, BLOCK & STONE

DESCRIPTIONThe Rawlok® is a torque controlled expansion anchor comprising a split sleeve and a bolt incorporating an expander wedge. It is a through fixing, thus allowing the hole in the substrate to be drilled through the pre-positioned fixture, eliminating the need for marking out, ensuring fast and simple installation.

SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone.

FEATURES1. Bolt and drill size marked

on sleeve to ensure correct installation.2. Integral collapse feature to ensure maximum

clamping force is applied to the fixture.3. Anchor designed for optimum performance in

most base material types.3. One piece flange nut.

Product Information

RAWLOK® Bolt Projecting - Zinc plated

minimum ho

Dw

Sw

1. Drill a hole of required diameter and depth. Note: Fixing into mortar joints should be avoided.


3. Insert Rawlok® Sleeve Anchor through the fixture into the hole.

Installation

4. Tighten to recommended torque with torque wrench.

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

NUT DIAMETER

(mm)(AF)(Sw)

FLANGE DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE

THICKNESS(mm)(Tfi x)

MINIMUM HOLE DEPTH

IN STRUCTURE(mm)(ho)

MINIMUM EFFECTIVE

EMBEDMENTDEPTH(mm)(hef)

MINIMUMSUBSTRATES THICKNESS

(mm)(hmin)

HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE(Nm)(ZINC PLATED)

IN FIXTURE

(mm)(df)

IN STRUCTURE

(mm)(do)

CONCRETE30N/mm2

(Tinst)

BRICKWORK 20.5N/mm2

(Tinst)

BLOCKWORK

14N/mm2

(Tinst)

BLOCKWORK

7N/mm2

(Tinst)PRODUCT

CODE NEW CODE

M5 56 8 12 25 30 26 50 8 6.5 2.5 2.5 1.5 1.0 69-506 RLK-P-05056

M640

10 1410

35 26 55 10 8 6.0 6.0 3.0 2.069-508 RLK-P-06040

65 35 69-510 RLK-P-06065

M850

13 1710

40 36 65 12 10 11.0 11.0 6.0 4.069-514 RLK-P-08050

75 36 69-516 RLK-P-0807595 55 69-518 RLK-P-08095

M10

60

15 21

10

55 43 85 14 12 22.0 22.0 11.0 8.0

69-520 RLK-P-1006075 27 69-522 RLK-P-10070

100 50 69-524 RLK-P-10100130 80 69-525 RLK-P-10130

M12110

18 2655

60 50 90 18 16 38.0 38.0 25.0 12.069-528 RLK-P-12110

145 85 69-530 RLK-P-12145


Specifi cation Data

RAWLOK® Bolt Projecting Performance Data

SIZE



DESIGN LOAD FACTORED(kN)

RECOMMENDED LOAD UNFACTORED

(kN)



TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (Ccr,N )

SHEAR(Ccr,V )


M5 5.0 3.6 2.3 2.0 1.9 1.9 60 60 60

M6 6.9 5.4 3.2 3.0 2.7 2.5 70 80 80

M8 9.3 9.0 4.3 5.0 3.6 4.2 80 100 100

M10 11.4 12.6 5.3 7.0 4.4 5.8 100 120 120

M12 14.5 19.8 6.7 11.0 5.6 9.2 120 160 160

For further explanations on calculations please see pages 10 and 11When calculating loads in brickwork and blockwork apply the published edge distance and spacing for concrete and assume these figures to be the absolute minimums. Concrete reduction factors must NOT be applied.

Reduction Factors - Edge and Spacing Distances for Rawlok® Sleeve Anchor Bolt Projecting.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.


Read off the reduction factor where the two lines intersect (interpolate as required).Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE(mm)



M5 M6 M8 M10 M12 M5 M6 M8 M10 M12

40 0.75 40 0.5850 0.87 0.79 50 0.79 0.5360 1.00 0.89 0.81 60 1.00 0.69 0.5070 1.00 0.91 0.77 70 0.84 0.62 0.4880 1.00 0.85 80 1.00 0.75 0.5890 0.92 0.81 90 0.87 0.69 0.45100 1.00 0.87 100 1.00 0.79 0.53120 1.00 120 1.00 0.69140 140 0.84160 160 1.00


SPACING(mm)


M5 M6 M8 M10 M12

40 0.8050 0.90 0.7760 1.00 0.85 0.7670 0.92 0.82 0.7580 1.00 0.88 0.8090 0.94 0.85 0.74100 1.00 0.90 0.77120 1.00 0.85140 0.92160 1.00

RAWLOK® BOLT PROJECTINGFOR CONCRETE, BRICK, BLOCK & STONE

SIZE

BRICKWORK, fck = 20.5N/mm2 BLOCKWORK, fck = 14N/mm2 BLOCKWORK, fck = 7N/mm2

CHARACTERISTIC LOAD(kN)

DESIGN LOAD(kN)



DESIGN LOAD(kN)



DESIGN LOAD(kN)


TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR(Vrec )

M5 2.4 3.4 1.1 1.9 0.9 1.6 1.9 3.4 0.9 1.9 0.8 1.6 1.5 2.3 0.7 1.3 0.6 1.1

M6 3.7 5.2 1.7 2.9 1.4 2.4 3.2 5.2 1.5 2.9 1.3 2.4 2.4 2.5 1.1 1.4 0.9 1.2

M8 5.0 8.6 2.3 4.8 1.9 4.0 4.5 8.6 2.1 4.8 1.8 4.0 3.5 2.7 1.6 1.5 1.3 1.3

M10 6.0 10.3 2.8 5.7 2.3 4.8 5.6 10.3 2.6 5.7 2.2 4.8 4.5 3.1 2.1 1.7 1.8 1.4

M12 7.3 13.1 3.4 7.3 2.8 6.1 6.9 13.1 3.2 7.3 2.7 6.1 5.8 3.4 2.7 1.9 2.3 1.6


DESCRIPTIONAll purpose expansion anchor for use in medium weight applications in brickwork, blockwork and hard masonry.Through fixing, allows drilling through pre-positioned fixture.No marking out required.Available in yellow passivated zinc plated steel and stainless steel.

SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone.

FEATURES1. 5.8 grade bolt for high

performance.2. Bolt and drill size marked on sleeve for accurate

installation.3. Integral collapse feature to ensure maximum

clamping force is applied to the fixture.4. Anchor designed for optimum performance in

most base materials.

Product Information

RAWLOK® LOOSE BOLTFOR CONCRETE, BRICK, BLOCK & STONE

RAWLOK® Loose Bolt - Zinc plated

minimum ho

Dw

S w

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

HEAD DIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE


MINIMUM HOLE DEPTH

INSTRUCTURE(mm)(ho)


(mm)(hmin)

MINIMUM EFFECTIVE


HOLE DIAMETER RECOMMENDED TIGHTENING TORQUE (Nm)

PRODUCT CODE NEW CODEIN

FIXTURE(mm)(df)

INSTRUCTURE

(mm)(do)

CONCRETE30N/mm2

(Tinst)

BRICKWORK20.5N/mm2

(Tinst)

BLOCKWORK14N/mm2

(Tinst)

BLOCKWORK7N/mm2

(Tinst)

M860

13 2415

45 70 32 12 10 11.0 11.0 6.0 4.069-715 RLK-L-08060

80 35 69-716 RLK-L-08080

M1070

17 3014

55 85 40 14 12 22.0 22.0 11.0 8.069-722 RLK-L-10070

100 44 69-721 RLK-L-10100

RAWLOK® Loose Bolt - Stainless Steel

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

HEAD DIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm)(Dw)

MAXIMUMFIXTURE


MINIMUM HOLE DEPTH

INSTRUCTURE(mm)(ho)


(mm)(hmin)

MINIMUM EFFECTIVE




FIXTURE(mm)(df)

INSTRUCTURE

(mm)(do)

CONCRETE30N/mm2

(Tinst)

BRICKWORK20.5N/mm2

(Tinst)

BLOCKWORK14N/mm2

(Tinst)

BLOCKWORK7N/mm2

(Tinst)

M6 40 10 14 10 35 55 26 10 8 6.0 6.0 3.0 2.0 69-308 RLK-A2-06040

M8 50 13 17 10 40 65 36 12 10 11.0 11.0 6.0 4.0 69-314 RLK-A2-08050

M10 75 15 21 27 55 85 43 14 12 22.0 22.0 11.0 8.0 69-322 RLK-A2-10075

RAWLOK® Countersunk - Zinc plated

BOLT SIZE(d)

BOLTLENGTH

(mm)( l )

HEAD DIAMETER

(mm)(AF)(Sw)

MAXIMUMFIXTURE


MINIMUM HOLE DEPTH

IN STRUCTURE

(mm)(ho)


(mm)(hmin)

MINIMUM EFFECTIVE




FIXTURE(mm)(df)

IN STRUCTURE

(mm)(do)

CONCRETE30N/mm2

(Tinst)

BRICKWORK20.5N/mm2

(Tinst)

BLOCKWORK14N/mm2

(Tinst)

BLOCKWORK7N/mm2

(Tinst)

M553

1225

30 50 27 8 6.5 2.5 2.5 1.5 169-572 RLK-C-05053

80 46 69-574 RLK-C-05080

min.ho

W




3. Insert Rawlok® Sleeve Anchor through the fixture into the hole.

Installation

4. Tighten to recommended torque with torque wrench.

Specifi cation Data

RAWLOK® Loose Bolt/Countersunk Performance Data

SIZE



DESIGN LOAD FACTORED(kN)

RECOMMENDED LOAD UNFACTORED

(kN)



TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (Ccr,N )

SHEAR(Ccr,V )


M5 5.0 3.6 2.3 2.0 1.9 1.7 60 60 60

M6 6.9 5.4 3.2 3.0 2.7 2.5 70 80 80

M8 9.3 9.0 4.3 5.0 3.6 4.2 80 100 100

M10 11.4 12.6 5.3 7.0 4.4 5.8 100 120 120

Reduction Factors - Edge and Spacing Distances for Rawlok® Loose Bolt.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.


Read off the reduction factor where the two lines intersect (interpolate as required).Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.


EDGE (mm)



M5 M6 M8 M10 M5 M6 M8 M10

40 0.75 40 0.5850 0.87 0.79 50 0.79 0.5360 1.00 0.89 0.81 60 1.00 0.69 0.5070 1.00 0.91 0.77 70 0.84 0.62 0.4880 1.00 0.85 80 1.00 0.75 0.5890 0.92 90 0.87 0.69100 1.00 100 1.00 0.79120 120 1.00


SPACING(mm)


M5 M6 M8 M10

40 0.8050 0.90 0.7760 1.00 0.85 0.7670 0.92 0.82 0.7580 1.00 0.88 0.8090 0.94 0.85100 1.00 0.90120 1.00

SIZE

BRICKWORK, fck = 20.5N/mm2 BLOCKWORK, fck = 14N/mm2 BLOCKWORK, fck = 7N/mm2


DESIGN LOAD (kN)



DESIGN LOAD (kN)



DESIGN LOAD (kN)


TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

TENSION (NRk )

SHEAR(VRk )

TENSION (NRd )

SHEAR(VRd )

TENSION (Nrec )

SHEAR (Vrec )

M5 2.4 3.4 1.1 1.9 0.9 1.6 1.9 3.4 0.9 1.9 0.8 1.6 1.5 2.3 0.7 1.3 0.6 1.1

M6 3.7 5.2 1.7 2.9 1.4 2.4 3.2 5.2 1.5 2.9 1.3 2.4 2.4 2.5 1.1 1.4 0.9 1.2

M8 5.0 8.6 2.3 4.8 1.9 4.0 4.5 8.6 2.1 4.8 1.8 4.0 3.5 2.7 1.6 1.5 1.3 1.3

M10 6.0 10.3 2.8 5.7 2.3 4.8 5.6 10.3 2.6 5.7 2.2 4.8 4.5 3.1 2.1 1.7 1.8 1.4

RAWLOK® LOOSE BOLTFOR CONCRETE, BRICKWORK & STONE

For further explanations on calculations please see pages 10 and 11When calculating loads in brickwork and blockwork apply the published edge distance and spacing for concrete and assume these figures to be the absolute minimums. Concrete reduction factors must NOT be applied.


Product Information

RAWL R-EXP ANCHOR

DESCRIPTIONFast, economical through fixing for securing timber and metal profiles to solid brickwork and masonry.No marking out or screwing required, simply hammers through fixture into pre-drilled hole.

SUITABLE FOR USE IN:Concrete, Stone, Brickwork & Blockwork.

FEATURES1. Collar holds fixture firmly in place, no screw

required.2. Spring steel anchor expands along its full length

to provide a secure fixing.

Installation

1. Drill hole trough fixture and into substrate. Clean out debris.

2. Insert anchor. 3. Hammer until flush to surface.

1

2

FOR CONCRETE, STONE, BRICKWORK & BLOCKWORK

LOADING DIRECTION PRODUCT DIAMETER EMBEDMENT DEPTH(mm)

ULTIMATE PERFORMANCE

(kN)

SAFE WORKING LOAD(kN)

TENSION

6mmREDUCED 30 1.6 0.3

STANDARD 45 3.2 0.6


STANDARD 60 6.8 1.4

SHEAR


STANDARD 45 7.0 1.8


STANDARD 60 14.0 3.5

PRODUCT SIZEMAXIMUM FIXTURE THICKNESS

(mm)

STANDARD REDUCED

6x40 - 10

6x50 5 20

6x60 15 30

6x80 35 50

8x70 10 30

8x90 30 50

8x110 50 70

8x130 70 90

8x150 90 110

INSTALLATION

PERFORMANCE (CONCRETE C20/25)


CONCRETE SCREWS

Product Information

MATERIALhardened steel, electro-zinc coated ~10 μm

SUITABLE FOR USE IN:Pre-drilled Ø 6mm: concrete, solid and hollow brick, clinker brick, stone, structural clay tile. Without pre-drilling: aerated concrete, timber.

INSTALLATION TIPSMinimum screw anchorage depth: for dense building materials - 30 mm,

for aerated concrete and timber - 60 mm.

FEATURES1. No expansion force therefore imposes less stress

on substrate during installation.2. Small hole diameter giving high loads.3. Easily removed for temporary works.

Installation

Concrete Frame Screw With Cylinder Head

DESCRIPTION HOLE DIAMETER(do)

SCREWHEAD TYPE QUANTITY PRODUCT

CODE

7.5 x 52 6.0 Torx 25 100 WHS-75052

7.5 x 72 6.0 Torx 25 100 WHS-75072

7.5 x 92 6.0 Torx 25 100 WHS-75092

7.5 x 112 6.0 Torx 25 100 WHS-75112

7.5 x 132 6.0 Torx 25 100 WHS-75132

7.5 x 152 6.0 Torx 25 100 WHS-75152

7.5 x 182 6.0 Torx 25 100 WHS-75182

Concrete Frame Screw With Countersunk Head

DESCRIPTION HOLE DIAMETER(do)

SCREWHEADTYPE QUANTITY PRODUCT

CODE

7.5 x 52 6.0 Torx 30 100 WHO-75052

7.5 x 72 6.0 Torx 30 100 WHO-75072

7.5 x 92 6.0 Torx 30 100 WHO-75092

7.5 x 112 6.0 Torx 30 100 WHO-75112

7.5 x 132 6.0 Torx 30 100 WHO-75132

7.5 x 152 6.0 Torx 30 100 WHO-75152

7.5 x 182 6.0 Torx 30 100 WHO-75182

1. Pre-drilled Ø 6mm in concrete, full and hollow brick, clinker brick, stone, structural clay tile. 2. Without pre-drilling in aerated concrete, timber.

Concrete Frame Screw Performance Data

BASE MATERIAL CHARACTERISTIC RESISTANCE (kN)

RECOMMENDED LOAD CAPACITY * (kN)

Concrete C20/25 5.1 1.7

Solid Brick 2.1 0.7

Aerated Concrete 1.1 0.4

Hollow Brick 0.9 0.3

BASE MATERIALPREDRILLED HOLE

DIAMETER(mm)

MINIMUM FIXTURE DEPTH(mm)

MINIMUM HOLE DEPTH(mm)

Concrete C20/25 6 30 40

Solid Brick, Hollow Brick 6 60 70

Aerated Concrete — 60 70

* Recommended load capacity for tension or shear.

FOR CONCRETE, STONE, BRICKWORK & BLOCKWORK


DESCRIPTIONR-CAS is a high performance resin anchor system for use in safety critical applications. The system relies on the adhesion between the concrete and resin, which is free from expansion forces. This makes it an ideal choice where there are close edge and spacing distances.

SUITABLE FOR USE IN:Concrete.

FEATURES1. High performance.2. Quick and easy to install.3. Capsule contains exact amounts of ingredients

making it a very consistent product.4. Adhesive strength is not affected by unpolluted

water (curing time will be affected).5. Suitable for overhead applications.6. Suitable for use in wet conditions.

Product Information

RAWL® R-CAS Studs (Also suitable for all cartridge resin systems)

BASE MATERIAL TEMPERATURE (oC) > 20 11 – 20 6 – 10 1 – 5 -5 – 0

Curing time dry 30 mins 1 hour 3 hours 6 hours 15 hours

Curing time wet 1 hour 2 hours 6 hours 12 hours 30 hours

STUDTHREAD SIZE

(mm) (d)

STUD OVERALL LENGTH

(mm)(l)

NUTDIAMETER

(mm)(AF)(Sw)

WASHER DIAMETER

(mm) (Dw)

STUD PRODUCT CODES (Complete with nut and washer)

STUDSPER BOX/PACK

ZINC PLATED STAINLESS STEEL GRADE 316 A4 R-CAS Stud Drivers

PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE

M8 110 13 17 10 60-708 STUDS-08110 60-906 STUDS-08110-A4

Drivers supplied with studsM10 130 17 21 10 60-710 STUDS-10130 60-911 STUDS-10130-A4

M12 160 19 24 10 60-712 STUDS-12160 60-916 STUDS-12160-A4

M16 190 24 30 10 60-716 STUDS-16190 60-921 STUDS-16190-A4

M20 260 30 37 6 60-720 STUDS-20260 60-926 STUDS-20260-A4 60-731 DRIVER-M20

M24 295 36 44 6 60-724 STUDS-24295 60-931 STUDS-24295-A4 60-732 DRIVER-M24

M30 380 46 56 5 — STUDS-30380 — — 60-735 DRIVER-M30

RAWL® R-CAS Capsules

Boxes of M8 to M16 contain a socket driver suitable for a standard drill chuck. Please see accessories on page 64 for additional socket drivers.For range of internally threaded sockets see accessories page 65.

CAPSULE SIZE (d)

CAPSULE LENGTH

(mm)

MAXIMUM FIXTURE

THICKNESS (mm) (Tfi x)

HOLE DIAMETER

IN CONCRETE

(mm)(do)

HOLE DIAMETER IN FIXTURE (mm)

(df)

HOLE DEPTH IN CONCRETE

(mm)(ho)

RECOMMENDED TORQUE (Nm)

(Tinst)

CAPSULES PER BOX


IN CONCRETE

M8 80 17 10 9 80 11 10 60-428 R-CAS-08M10 80 28 12 11 90 22 10 60-430 R-CAS-10M12 95 36 14 13 110 38 10 60-432 R-CAS-12M16 95 42 18 17 125 95 10 60-436 R-CAS-16M20 175 65 25 22 170 150 6 60-442 R-CAS-20M24 210 55 28 26 210 200 6 60-446 R-CAS-24M30 265 65 35 33 280 320 6 60-450 R-CAS-30

R-CAS® RAWL CAPSULE

FOR CONCRETE


Installation

1. Drill correct diameter and depth of hole for the stud or socket.

2. Clean the hole using brush and air three times.

3. Insert R-CAS capsule into the hole. Connect stud or socket to drilling machine using the appropriate driver system.

4. Offer stud or socket up to capsule and switch on machine. Drive stud or socket into capsule. To prevent over mixing, stop as soon as bottom of hole is reached. Leave undisturbed until resin has set.

5. Position fixture and tighten to recommended torque.

RAWL® R-CAS Performance Data

SIZE







(mm)

TENSION (NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR (VRd)

TENSION (Nrec)

SHEAR (Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)

TENSION & SHEAR(Scr,N) (Scr,V)

M8 15.4 9.9 8.3 7.9 5.9 5.7 100 130 130

M10 23.8 15.7 11.3 12.6 8.1 9.0 130 150 150

M12 35.1 22.9 15.9 18.3 11.4 13.1 150 170 170

M16 64.4 42.5 28.0 34.0 20.0 24.3 170 190 190

M20 103.9 66.8 43.3 53.4 30.9 38.2 220 220 220

M24 138.3 95.7 55.3 76.6 39.5 54.7 260 260 260

M30 213.9 152.5 85.5 122.0 61.1 87.1 340 340 340



EDGE (mm)

TENSILE: EDGE REDUCTION FACTORS SHEAR: EDGE REDUCTION FACTORS

M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M30

60 0.76 0.5070 0.82 0.75 0.58 0.5080 0.88 0.80 0.74 0.66 0.57 0.5090 0.94 0.85 0.78 0.75 0.64 0.56100 1.0 0.90 0.83 0.77 0.83 0.71 0.62 0.52110 0.95 0.87 0.81 0.92 0.78 0.69 0.58 0.50130 1.0 0.96 0.89 0.77 1.0 0.93 0.81 0.68 0.59 0.50150 1.0 0.96 0.83 0.76 1.0 0.94 0.79 0.68 0.57170 1.0 0.88 0.81 1.0 0.89 0.77 0.65 0.50190 0.94 0.86 0.75 1.0 0.86 0.73 0.56220 1.0 0.93 0.80 1.0 0.85 0.65260 1.0 0.88 1.0 0.76300 0.92 0.88340 1.0 1.0


SPACING(mm)


M8 M10 M12 M16 M20 M24 M30

60 0.8070 0.83 0.8080 0.87 0.83 0.8090 0.90 0.86 0.83100 0.93 0.89 0.85 0.81110 0.97 0.91 0.87 0.83 0.80130 1.0 0.97 0.92 0.87 0.84 0.80150 1.0 0.97 0.92 0.87 0.83170 1.0 0.96 0.91 0.86 0.80190 1.0 0.95 0.89 0.82220 1.0 0.94 0.85260 1.0 0.90300 0.95340 1.0

Reduction Factors – Edge and Spacing Distances.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the

top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this factor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

Specifi cation Data

R-CAS® RAWL CAPSULE

FOR CONCRETE


R-HAC® RAWL CAPSULE

DESCRIPTIONR-HAC capsule range is a high performance fixing system that offers a quick and simple method of fixing either threaded studs or rebar into solid concrete.Simply installed by hammering the stud or rebar through the capsule using a hammer or mechanical drill.Not suitable for overhead applications.


FEATURES1. High performance. 2. Quick and easy to install.3. No expensive tooling required for installation.4. Long shelf life.5. Double capsules can be used for deep

embedment.6. Ideal for starter bar applications.

Installation

1. Drill appropriate hole for anchor taking care to achieve the exact hole depth.

5. Pour new concrete.4. The rebar is simply hammered through the capsule using a manual hammer (M8 - M12) or mechanical hammer (M16 - M30). Leave undisturbed until resin has set.

3. Insert capsule(s).2. Clean the hole using brush and air three times.

RAWL® R-HAC (Studding)

CAPSULE DIAMETER

(mm)

CAPSULE LENGTH

(mm)

HOLE DIAMETER

IN CONCRETE(mm)(do)

HOLE DIAMETER IN FIXTURE

(mm)(df)

HOLE DEPTHIN CONCRETE

(mm)(ho)


(Tinst)

CAPSULES PER BOX/PACK

CAPSULES CODES


M8 85 10 9 85 6 10 60-600 R-HAC-08M10 85 12 11 85 12 10 60-601 R-HAC-10M12 95 14 13 110 20 10 60-602 R-HAC-12M16 95 18 17 140 45 10 60-603 R-HAC-16M20 140 25 22 180 100 6 60-604 R-HAC-20M24 215 28 26 210 150 6 60-605 R-HAC-24M30 270 35 32 265 300 6 60-606 R-HAC-30

Rebar

CAPSULE TYPE

REBAR NOMINAL DIAMETER

(mm)(d)

ACTUAL DIAMETER

(mm)(df)

HOLE DIAMETER IN CONCRETE

(mm) (do)

HOLEDEPTH(mm)(ho)

NUMBER OF

CAPSULES

HOLE DEPTH (mm)(ho)

NUMBER OF CAPSULES

PRODUCT CODE


M10 10 11.5 13 85 1 170 2 60-601 R-HAC-10M12 12 13.9 15 110 1 220 2 60-602 R-HAC-12M16 16 18.7 20 140 1 280 2 60-603 R-HAC-16M20 20 23.4 25 180 1 360 2 60-604 R-HAC-20M24 25 29.2 30 210 1 420 2 60-605 R-HAC-24M30 32 37.4 38 265 1 530 2 60-606 R-HAC-30

BASE MATERIAL TEMPERATURE (°C) > 20 11 – 20 1 – 10 -5 – 0

Curing time 1 hour 2 hours 5 hours 10 hours

If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then design principles contained within Eurocode 2 can be adopted instead of the design recommendations contained within this manual.

Product Information

FOR CONCRETE


R-HAC® RAWL CAPSULE

Reduction Factors – Edge and Spacing Distances.The full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the


RAWL® R-HAC Performance Data

SIZE


CHARACTERISTIC RESISTANCE(kN)


(kN)


(kN)

CHARACTERISTIC EDGE DISTANCE(mm)


(mm)

TENSION(NRk)

SHEAR(VRk)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec)

TENSION(Ccr,N)

SHEAR(Ccr,V)


M8 12.3 9.9 6.1 7.9 4.4 5.7 80 100 100

M10 19.4 15.7 9.7 12.6 6.9 9.0 90 130 130

M12 29.2 22.9 13.9 18.3 9.9 13.1 110 150 150

M16 51.2 42.5 23.3 34.0 16.6 24.3 130 170 170

M20 76.8 66.8 33.4 53.4 23.9 38.2 150 190 210

M24 94.6 95.7 39.4 76.6 28.1 54.7 190 240 240

M30 119.6 153.3 47.9 122.6 34.2 87.6 240 280 280


EDGE(mm)

TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORS

M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M30

50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.82 1.00 0.94 0.83 0.68 0.50170 0.97 0.86 1.00 0.94 0.77 0.58190 1.00 0.90 1.00 0.86 0.65210 0.94 0.95 0.73240 1.00 1.00 0.85280 1.00


SPACING(mm)


M8 M10 M12 M16 M20 M24 M30

50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.79130 1.00 0.97 0.91 0.86 0.82 0.80150 1.00 0.95 0.90 0.85 0.83170 1.00 0.94 0.88 0.85190 0.98 0.92 0.88210 1.00 0.95 0.91240 1.00 0.95280 1.00

Specifi cation Data


Performance is based on single capsule embedment.

FOR CONCRETE


CFS RV200 VINYLESTER STYRENE FREE RESINFOR CONCRETE AND STONE

The specification of longer studs will allow greater fixture thicknesses than shown for the standard studs quoted. Minimum embedment should be observed.

We recommend that for embedment above 500 mm and 20 mm in diameter a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.

Stud Data

TYPICAL APPLICATIONSe Curtain wallinge Balustradinge Handrailse Canopiese Rebar

Product Information

STUD THREAD

SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE

(mm)(do)

HOLE DIAMETER

IN FIXTURE

(mm) (df)

STANDARD EMBEDMENT

IN CONCRETE

(mm)(ho)

RECOMMENDED TORQUE (Nm)(Tinst)

STUD PRODUCT CODES APPROX. No.

OF HOLES PER 300ML CARTRIDGE

ZINC PLATED STAINLESS STEEL GRADE 316 A4

CONCRETE NEW CODE NEW CODE

M8 110 17 17 10 9 80 11 STUDS-08110 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 STUDS-10130 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 STUDS-12160 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 STUDS-16190 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 STUDS-20260 STUDS-20260-A4 6

M20 DEEP 260 37 65 24 22 180 150 STUDS-20260 STUDS-20260-A4 5M24 295 44 95 28 26 180 200 STUDS-24295 STUDS-24295-A4 5

M24 DEEP 295 44 55 28 26 210 200 STUDS-24295 STUDS-24295-A4 4M30 380 56 65 35 33 280 320 STUDS-30380 - 2

DESCRIPTION QUANTITY PRODUCT CODE

4 FOILS & 4 NOZZLES 4 Pack CFS-RV200-4

12 FOILS & 12 NOZZLES 12 Pack CFS-RV200-12

24 FOILS 24 Pack CFS-RV200-24

RV200 Vinylester Styrene Free Resin 300 ml

QUANTITY PRODUCT CODE

4 Pack CFS-NOZ-4

24 Pack CFS-NOZ-24

CFS NOZZLE

DESCRIPTION PRODUCT CODE

300 ml CFS-GUN

CFS GUN

DESCRIPTIONRV200 is a high performance, styrene free vinylester resin that is suitable for use in concrete, and other solid masonry structures. This makes it ideal for applications where conventional expansion anchors present problems.

SUITABLE FOR USE IN:ConcreteStone

ETA PENDING 2007

Installation Solid Substrates1. Drill hole

to correct diameter and depth for stud size being used.


3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and then pump into hole.

4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has cured and then attach fixture.

Available from June 2007

BASE MATERIAL TEMPERATURE

(°C)WORKING TIME CURING TIME

-5 - 0 40 mins 6 hours0 - 5 30 mins 3 hours5 - 10 18 mins 2 hours10 - 20 12 mins 1 hour 20 mins20 - 30 6 mins 45 mins30 - 35 3 mins 25 mins> 35 1,5 mins 20 mins


CFS RV200 VINYLESTER STYRENE FREE RESINFOR CONCRETE AND STONE

Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the


Performance Data

Specifi cation Data

SIZE






(mm)


(mm)

TENSION(NRk)

SHEAR(VRk)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec) TENSION

(Ccr,N)SHEAR(Ccr,V)

TENSION & SHEAR(Scr)

5,8Grade

8,8Grade

5,8Grade

8,8Grade

5,8Grade

8,8Grade

5,8Grade

8,8Grade

5,8Grade

8,8Grade

5,8Grade

8,8Grade

M8 17.2 26.9 9.9 15.4 9.1 14.1 7.9 12.3 6.5 10.1 5.7 8.8 120 135 120

M10 27.6 42.6 15.7 24.1 13.1 20.3 12.6 19.3 9.4 14.5 9.0 13.8 135 165 135

M12 39.9 54.1 22.9 35.2 18.1 24.6 18.3 28.2 12.9 17.6 13.1 20.1 165 190 165

M16 74.5 74.5 42.5 65.1 32.4 32.4 34.0 52.1 23.1 23.1 24.3 37.2 190 235 190

M20 103.3 103.3 66.8 106.4 43.0 43.0 53.4 85.1 30.7 30.7 38.2 60.8 235 255 235

M20 DEEP 115.8 115.8 66.8 106.4 48.3 48.3 53.4 85.1 34.5 34.5 38.2 60.8 255 255 255

M24 128.9 128.9 95.7 152.5 51.6 51.6 76.6 122.0 36.8 36.8 54.7 87.1 280 315 280

M24 DEEP 145.8 145.8 95.7 152.5 58.3 58.3 76.6 122.0 41.6 41.6 54.7 87.1 315 315 315

M30 210.1 210.1 155.7 248.6 77.8 77.8 124.6 198.8 55.6 55.6 89.0 142.0 440 440 440

SPACING(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP M30

60 0.7970 0.83 0.8080 0.87 0.83 0.8090 0.91 0.86 0.83100 0.94 0.90 0.85 0.81110 0.97 0.93 0.88 0.84 0.81 0.79120 1.0 0.96 0.91 0.86 0.83 0.81 0.79 0.77135 1.0 0.94 0.90 0.86 0.84 0.81 0.80165 1.0 0.96 0.91 0.89 0.86 0.84 0.77190 1.0 0.94 0.92 0.90 0.87 0.80235 1.0 0.98 0.95 0.92 0.84255 1.0 0.97 0.94 0.86280 1.0 0.97 0.89315 1.0 0.91380 0.96440 1.0


EDGE(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP M30 M8 M10 M12 M16 M20 M24 M30

80 0.67 0.5890 0.75 0.67 0.65 0.53100 0.84 0.73 0.73 0.60 0.53110 0.92 0.80 0.67 0.80 0.66 0.59120 1.0 0.87 0.73 0.88 0.72 0.64 0.52125 0.92 0.77 0.66 0.92 0.76 0.67 0.55135 1.0 0.83 0.71 1.0 0.82 0.72 0.59 0.53165 1.0 0.87 0.70 0.65 1.0 0.89 0.71 0.65 0.52190 1.0 0.8 0.74 0.67 1.0 0.83 0.75 0.60210 0.89 0.82 0.74 0.67 0.9 0.83 0.66235 1.0 0.92 0.83 0.75 1.0 0.93 0.74 0.53255 1.0 0.9 0.82 1.0 0.81 0.58280 1.0 0.90 0.65 0.89 0.64315 1.0 0.73 1.0 0.72380 0.87 0.87440 1.0 1.0


CFS RM50 POLYESTER STYRENE FREE RESINFOR CONCRETE, BRICK, BLOCK AND STONE


For embedment above 500 mm and diameters above M20 please consult the Rawlplug Technical Advisory Service.

Stud Data


(°C)WORKING TIME CURING TIME

30 3 mins 25 mins20 7 mins 50 mins10 22 mins 1 hour 30 mins5 30 mins 3 hours 20 mins

Product Information

STUD THREAD SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE

(mm)(do)

HOLE DIAMETER

IN FIXTURE

(mm) (df)

Standard embedment

IN CONCRETE

(mm)(ho)


(Tinst)

STUD PRODUCT CODES APPROX No.


ZINC PLATED

STAINLESS STEEL GRADE 316 A4

CONCRETE BRICKWORK PRODUCT CODE NEW CODE PRODUCT

CODE NEW CODE

M8 110 17 17 10 9 80 11 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 6

M20 DEEP 260 37 55 24 22 180 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 5M24 295 44 85 28 26 180 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 5

M24 DEEP 295 44 55 28 26 210 200 - 60-724 STUDS-24295 60-931 STUD-24295-A4 4

Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.

RM50 Polyester Styrene Free Resin 300 ml


4 Pack CFS-NOZ-4

24 Pack CFS-NOZ-24

CFS NOZZLE


300 ml CFS-GUN

CFS GUN

DESCRIPTIONRM50 is a high performance, styrene free resin that is suitable for use in concrete, and other solid or hollow masonry structures. This makes it ideal for applications where conventional expansion anchors are not appropria-te.

SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStone

Installation Solid Substrates

Installation Hollow Substrates & Substrates with Voids

1. Drill hole to correct diameter and depth for stud size being used.


3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump into hole.


1. Drill hole to correct diameter and depth for mesh sleeve being used.

2. Insert sleeve into hole.

3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump to fill sleeve.



4 FOILS & 4 NOZZLES 4 Pack CFS-RM50-4

12 FOILS & 12 NOZZLES 12 Pack CFS-RM50-12

24 FOILS 24 Pack CFS-RM50-24


CFS RM50 POLYESTER STYRENE FREE RESINFOR CONCRETE, BRICK, BLOCK AND STONE



Performance Data for Reinforcement Bars

Performance Data at Standard Embedment Depth

Specifi cation Data

SIZE

RECOMMENDED LOAD (kN) (Unfactored)TENSION OR SHEAR (Frec)

BRICKWORK 20.5N/mm2

BLOCKWORK 7N/mm2

BLOCKWORK 3.5N/mm2

BLOCKWORK 2.8N/mm2

M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0

SIZES ABOVE M12 ARE NOT RECOMMENDEDM20 SIZES ABOVE M16

ARE NOT RECOMMENDEDM24

SIZE

CONCRETE, fck,cube = 30N/mm2 (C20/25)CHARACTERISTIC

RESISTANCE(kN)




(mm)


(mm)

TENSION(NRk)

SHEAR(VRk)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec)

TENSION(Ccr,N)

SHEAR(Ccr,V)


M8 11.5 9.9 5.1 7.9 3.6 5.7 80 100 100M10 20.0 15.7 8.3 12.6 5.9 9.0 90 130 130M12 28.7 22.9 11.5 18.3 8.2 13.1 110 150 150M16 45.7 42.5 16.6 34.0 11.9 24.3 130 170 170M20 62.0 66.8 20.9 53.4 15.0 38.2 150 190 210

M20 DEEP 69.7 66.8 23.2 53.4 16.6 38.2 180 190 230M24 79.3 95.7 26.4 76.6 18.9 54.7 190 240 240

M24 DEEP 87.9 95.7 29.3 76.6 20.9 54.7 220 240 270

For further explanations on calculations please see pages 10 and 11.

EDGE(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP M8 M10 M12 M16 M20 M24

50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 0.83 0.76 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.90 0.81 1.00 0.94 0.83 0.68170 0.97 0.96 0.86 1.00 0.94 0.77180 1.00 0.98 0.89 0.98 0.81190 1.00 0.92 1.00 0.86220 1.00 0.97240 1.00

SPACING(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.80 0.79130 1.00 0.97 0.91 0.86 0.84 0.83 0.80150 1.00 0.95 0.90 0.87 0.86 0.83170 1.00 0.94 0.90 0.89 0.86210 1.00 0.97 0.95 0.92230 1.00 0.98 0.95240 1.00 0.97270 1.00


Concrete Strength Class:C20/25 (25N/mm2 150mm Cylinder; 30N/mm2 150mm Cube).

Reinforcement Bar: Minimum Yield Strength fyk 460N/mm2.

Note: Performance based on clean holes; blown and then brushed with a stiff nylon brush.

If you are bonding rebar into reinforced concrete, where the size, position etc. of the reinforcing is known, then designprinciples containedwithin Eurocode 2 can be adopted instead of the design recommendationscontained within this manual.

REBAR DIA.(mm)

HOLE DIA. DESIGN RESISTANCE (Fd)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 10.7 13.3 16.0 18.7 21.3 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 16410 12 14.9 17.9 20.9 23.8 26.8 29.8 32.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 23012 15 19.6 22.9 26.1 29.4 32.6 35.9 39.2 42.4 45.7 49.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 30114 18 MINIMUM

REBAR DEPTH24.7 28.2 31.7 35.3 38.8 42.3 45.8 49.4 52.9 56.4 59.9 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 379

16 20 30.2 33.9 37.7 41.5 45.2 49.0 52.8 56.5 60.3 64.1 67.9 71.6 75.4 79.2 82.9 86.7 87.4 87.4 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 42.1 47.4 52.7 61.8 67.4 78.7 84.3 94.8 105 116 126 137 137 137 137 137 137 137 137 137 137 137 64825 32 56.9 62.6 68.3 79.7 91.1 103 114 125 137 159 182 205 214 214 214 214 214 214 214 214 93732 40 MINIMUM

REBAR DEPTH74.6 87.1 99.5 112 124 137 149 174 199 224 249 274 299 323 350 350 350 350 1406

40 50 107 121 134 148 161 188 215 241 268 295 322 349 402 456 510 546 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100

REBAR DIA.(mm)

HOLE DIA. RECOMMENDED LOAD (Frec)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 7.1 8.9 10.7 12.5 14.2 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 16410 12 9.9 11.9 13.9 15.9 17.9 19.9 21.9 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 23012 15 13.1 15.3 17.4 19.6 21.7 23.9 26.1 28.3 30.5 32.7 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 30114 18 MINIMUM

REBAR DEPTH16.5 18.8 21.1 23.5 25.9 28.2 30.5 32.9 35.3 37.6 39.9 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 379

16 20 20.1 22.6 25.1 27.7 30.1 32.7 35.2 37.7 40.2 42.7 45.3 47.7 50.3 52.8 55.3 57.8 58.3 58.3 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 28.1 31.6 35.1 41.2 44.9 52.5 56.2 63.2 70.3 77.3 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 64825 32 37.9 41.7 45.5 53.1 60.7 68.3 75.9 84 91 106 121 137 142 142 142 142 142 142 142 142 93732 40 MINIMUM

REBAR DEPTH49.7 58.1 66.3 74.7 83 91 100 116 133 149 166 182 199 216 233 233 233 233 1406

40 50 71.5 80.5 89 98 107 125 143 161 179 197 215 232 268 304 340 364 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100

When calculating loads in brickwork and blockwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.


CFS RP30 POLYESTER RESINFOR CONCRETE, BRICK, BLOCK AND STONE


For embedment above 500 mm and diameters above M20 please consult the Rawlplug Technical Advisory Service.

DESCRIPTIONRP30 is general purpose resin, for solid and hollow structures having a relatively short cure time.

Stud Data

STUD THREAD

SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE

(mm)(do)


(mm) (df)

STANDARD EMBEDMENT

IN CONCRETE

(mm)(ho)


(Tinst)

STUD PRODUCT CODESAPPROX.

No. OF HOLES

PER 300ML

CARTRIDGE



CODE NEW CODE

M8 110 17 17 10 9 80 3 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 9 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 17 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 36 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 53 60-720 STUDS-20260 60-926 STUDS-20260-A4 6M24 295 44 85 28 26 180 60 60-724 STUDS-24295 60-931 STUDS-24295-A4 5


(°C)

WORKING TIME

CURING TIME

30 4 mins 30 mins25 7 mins 1 hour15 15 mins 2 hours

5 30 mins 3 hours

Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.Studs over 16mm diameter are not recommended in brickwork.

Product Information


RP30 Polyester Resin 300 ml


300 ml CFS-GUN

CFS GUN


4 Pack CFS-NOZ-4

24 Pack CFS-NOZ-24

CFS NOZZLE

Installation Solid Substrates

Installation Hollow Substrates & Substrates with Voids



3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump into hole.


1. Drill hole to correct diameter and depth for mesh sleeve being used.

2. Insert sleeve into hole.

3. Insert foil into CFS gun and attach nozzle.Dispense to waste until an even colour. Then insert nozzle and pump to fill sleeve.



4 FOILS & 4 NOZZLES 4 Pack CFS-RP30-4

12 FOILS & 12 NOZZLES 12 Pack CFS-RP30-12

24 FOILS 24 Pack CFS-RP30-24


FOR CONCRETE, BRICK, BLOCK AND STONE

CFS RP30 POLYESTER RESIN

If you are bonding rebar into

reinforced concrete, where

the size, position etc. of the

reinforcing is known, then

design principles contained

within Eurocode 2 can be

adopted instead of the design

recommendations contained

within this manual.




Specifi cation Data


SIZE



DESIGN RESISTANCE(Factored) (kN)


(kN)


(mm)


(mm)TENSION(NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)


M8 9.5 9.9 4.1 7.9 2.9 5.7 60 80 80M10 16.4 15.7 6.5 12.6 4.7 9.0 70 90 90M12 25.7 22.9 9.7 18.3 6.9 13.1 80 110 110M16 42.5 42.5 14.7 34.0 10.5 24.3 90 130 130M20 52.0 66.8 17.6 53.4 12.6 38.2 110 150 150M24 61.9 95.7 20.0 76.6 14.3 54.7 130 170 170

SIZE


BRICKWORK 20.5N/mm2

BLOCKWORK 7N/mm2

BLOCKWORK 3.5N/mm2

BLOCKWORK 2.8N/mm2

M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0




EDGE(mm)

TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORSM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24

40 0.80 0.5050 0.90 0.83 0.62 0.5660 1.00 0.91 0.85 0.75 0.66 0.5470 1.00 0.92 0.87 0.78 0.6480 1.00 0.93 1.00 0.89 0.72 0.6290 1.00 0.89 0.85 1.00 0.82 0.69 0.60100 0.95 0.89 0.91 0.77 0.66 0.60110 1.00 0.95 1.00 0.84 0.73 0.66130 1.00 1.00 0.86 0.73150 1.00 0.86170 1.00


SPACING(mm)

TENSILE & SHEAR REDUCTION FACTORSM8 M10 M12 M16 M20 M24

40 0.8050 0.85 0.8260 0.90 0.87 0.8270 0.95 0.91 0.8580 1.00 0.95 0.89 0.8590 1.00 0.93 0.88 0.84100 0.96 0.91 0.87 0.84110 1.00 0.94 0.89 0.87130 1.00 0.95 0.89150 1.00 0.95170 1.00





REBAR DIA.(mm)

HOLE DIA.

DESIGN RESISTANCE (Fd)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 10.0 12.4 14.9 17.4 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 17610 12 13.9 16.7 19.5 22.3 25.0 27.8 30.6 33.4 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 24612 15 18.3 21.3 24.4 27.4 30.5 33.5 36.6 39.6 42.7 45.7 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 32314 18 MINIMUM

REBAR DEPTH23.0 26.3 29.6 32.9 36.2 39.5 42.8 46.1 49.4 52.7 56.0 59.2 62.5 65.8 66.9 66.9 66.9 66.9 66.9 407

16 20 28.1 31.7 35.2 38.7 42.2 45.7 49.3 52.8 56.3 59.8 63.3 66.9 70.4 73.9 77.4 80.9 84.4 87.4 497 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 39.3 44.3 49.2 54.1 59.0 68.8 78.7 88.5 98.3 108 118 128 137 137 137 137 137 137 137 137 137 137 69425 32 53.0 58.3 63.6 74.2 84.8 95.4 106 117 127 138 148 170 191 212 214 214 214 214 214 214 100732 40 MINIMUM

REBAR DEPTH69.3 80.9 92.4 104 116 127 139 150 162 185 208 321 277 323 350 350 350 350 1514

40 50 99.3 112 124 137 149 161 174 199 224 248 298 348 397 447 497 546 2200 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200

REBAR DIA.(mm)

HOLE DIA.

RECOMMENDED LOAD (Frec)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 6.7 8.3 9.9 11.6 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 17610 12 9.3 11.1 13.0 14.9 16.7 18.5 20.4 22.3 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 24612 15 12.2 14.2 16.3 18.3 20.3 22.3 24.4 26.4 28.5 30.5 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32314 18 MINIMUM

REBAR DEPTH15.3 17.5 19.7 21.9 24.1 26.3 28.5 30.7 32.9 35.1 37.3 39.5 41.7 43.9 44.6 44.6 44.6 44.6 44.6 407

16 20 18.7 21.1 23.5 25.8 28.1 30.5 32.9 35.2 37.5 39.9 42.2 44.6 46.9 49.3 51.6 53.9 56.3 58.3 497DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 26.2 29.5 32.8 36.1 39.3 45.9 52.5 59.0 65.5 72.1 78.7 85.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 69425 32 35.3 38.9 42.4 49.5 56.5 63.6 70.7 78 85 92 99 113 127 141 142 142 142 142 142 142 100732 40 MINIMUM

REBAR DEPTH 46.2 53.9 61.6 69.3 77 85 92 100 108 123 139 154 185 216 233 233 233 233 1514

40 50 66.2 74.5 83 91 99 108 116 132 149 166 199 232 265 298 331 364 2200DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200

When calculating loads in brickwork and blockwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.


DESCRIPTIONR-KEX is a high performance two component epoxy resin system. The epoxy resin is odourless and solvent free, and is ideal for anchoring threaded rod and internally threaded sockets.


NB. NOT SUITABLE FOR OVERHEAD APPLICATIONS

FEATURES1. Solvent free.2. Suitable for variable embedment.3. Can be used in damp conditions.4. High performance especially rebar/starter

bar applications.5. Product has low shrinkage.

INSTALLATIONSolid substrates

Installation



3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until an even colour and then pump into hole.


R-KEX® RAWL CARTRIDGE

Curing Times

BASE MATERIAL TEMPERATURE (°C) WORKING TIME CURING TIME

25 12 mins 5 hours

20 25 mins 9 hours

15 75 mins 20 hours

5 120 mins 35 hours


Suitable for greater than standard embedment for enhanced performance.

We recommend that for embedment above 500mm and 20mm in diameter, a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.

Cartridge & Stud Data

STUD THREAD

SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER IN

CONCRETE(mm)(do)

HOLE DIAMETER IN

FIXTURE(mm) (df)

STANDARD EMBEDMENTIN CONCRETE

(mm)(ho)


(Tinst)

STAINLESS STEEL GRADE 303 A2APPROX No. OF HOLES

PER 400ML CARTRIDGE


PRODUCT CODE NEW CODE PRODUCT

CODE NEW CODE

M8 110 17 17 10 9 80 11 60-708 STUDS-08110 60-906 STUDS-08110-A4 88M10 130 21 28 12 11 90 22 60-710 STUDS-10130 60-911 STUDS-10130-A4 64M12 160 24 36 14 13 110 38 60-712 STUDS-12160 60-916 STUDS-12160-A4 44M16 190 30 42 18 17 125 95 60-716 STUDS-16190 60-921 STUDS-16190-A4 29M20 260 37 65 24 22 170 150 60-720 STUDS-20260 60-926 STUDS-20260-A4 8M24 295 44 55 28 26 210 200 60-724 STUDS-24295 60-931 STUDS-24295-A4 5M30 380 56 65 35 33 280 320 — STUDS-30380 — — 2

60-170R-KEX-400(400ml)

Product Information

FOR CONCRETE


R-KEX® RAWL CARTRIDGE


Specifi cation Data

SIZE





CHARACTERISTIC EDGE DISTANCE (mm) CHARACTERISTIC SPACING

TENSION (NRk) SHEAR (VRk) TENSION (NRd) SHEAR (VRd) TENSION (Nrec) SHEAR (Vrec) TENSION (Ccr,N)

SHEAR(Ccr,V)

TENSION & SHEAR(Scr,N) (Scr,V) 5.8

Grade8.8

Grade5.8

Grade8.8

Grade5.8

Grade8.8

Grade5.8

Grade8.8

Grade5.8

Grade8.8

Grade5.8

Grade8.8

Grade

M8 15.3 21.5 9.9 15.4 8.1 11.9 7.9 12.3 5.8 8.5 5.7 8.8 100 130 130

M10 22.7 33.8 15.7 24.1 10.8 17.8 12.6 19.3 7.7 12.8 9.0 13.8 130 150 150

M12 34.5 52.9 22.9 35.2 15.7 26.1 18.3 28.2 11.2 18.7 13.1 20.1 150 170 170

M16 63.1 73.4 42.5 65.1 26.3 36.3 34.0 52.1 18.8 26.0 24.3 37.2 170 190 190

M20 100.5 110.2 66.8 106.4 41.9 52.5 53.4 85.1 29.9 37.5 38.2 60.8 220 220 220

M24 128.1 136.1 95.7 152.5 51.2 63.7 76.6 122.0 36.6 45.5 54.7 87.1 260 260 260

M30 178.4 194.0 155.7 248.6 71.4 88.2 124.6 198.8 51.0 63.0 89.0 142.0 340 340 340






REBAR DIA.(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL RE-BAR(mm)

8 10 12.8 16.0 19.2 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 13710 12 17.9 21.5 25.0 28.6 32.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 19112 15 23.5 27.4 31.3 35.3 39.2 43.1 47.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 25114 18 MINIMUM

REBAR DEPTH29.6 33.9 38.1 42.3 46.5 50.8 55.0 59.2 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 316

16 20 36.2 40.7 45.2 49.8 54.3 58.8 63.3 67.9 72.4 76.9 81.4 86.0 87.4 87.4 87.4 87.4 87.4 87.4 386DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 50.6 56.9 63.2 69.5 75.9 88.5 101 114 126 137 137 137 137 137 137 137 137 137 137 137 137 137 54025 32 68.7 75.6 82.5 96.2 110 124 137 151 165 192 214 214 214 214 214 214 214 214 214 214 77732 40 MINIMUM

REBAR DEPTH90.6 106 121 136 151 166 181 212 242 272 302 332 350 350 350 350 350 350 1158

40 50 131 148 164 180 197 230 262 295 328 361 393 426 459 492 525 546 1667DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700

REBAR DIA

(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL RE-BAR(mm))

8 10 8.5 10.7 12.8 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 13710 12 11.9 14.3 16.7 19.1 21.5 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 19112 15 15.7 18.3 20.9 23.5 26.1 28.7 31.3 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 25114 18 MINIMUM

REBAR DEPTH19.7 22.6 25.4 28.2 31.0 33.9 36.7 39.5 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 316

16 20 24.1 27.1 30.1 33.2 36.2 39.2 42.2 45.3 48.3 51.3 54.3 57.3 58.3 58.3 58.3 58.3 58.3 58.3 386DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 33.7 37.9 42.1 46.3 50.6 59.0 67.5 75.9 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 54025 32 45.8 50.4 55.0 64.1 73.3 82.5 91.6 101 110 128 142 142 142 142 142 142 142 142 142 142 77732 40 MINIMUM

REBAR DEPTH60.4 70.5 80.5 90.7 101 111 121 141 161 181 201 222 233 233 233 233 233 233 1158

40 50 87.4 98.3 109 120 131 153 175 197 219 240 262 284 306 328 350 364 1667DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700


Spacing (Concrete Only)Edge Distance (Concrete Only)

SPACING(mm)


M8 M10 M12 M16 M20 M24 M3060 0.8070 0.83 0.8080 0.87 0.83 0.8090 0.90 0.86 0.83100 0.93 0.89 0.85 0.81110 0.97 0.91 0.87 0.83 0.80130 1.00 0.97 0.92 0.87 0.84 0.80150 1.00 0.97 0.92 0.87 0.83170 1.00 0.96 0.91 0.86 0.80190 1.00 0.95 0.89 0.82220 1.00 0.94 0.85260 1.00 0.90300 0.95340 1.00

EDGE(mm)


M8 M10 M12 M16 M20 M24 M30 M8 M10 M12 M16 M20 M24 M3060 0.76 0.5070 0.82 0.75 0.58 0.5080 0.88 0.80 0.74 0.66 0.57 0.5090 0.94 0.85 0.78 0.75 0.64 0.56100 1.00 0.90 0.83 0.77 0.83 0.71 0.62 0.52110 0.95 0.87 0.81 0.92 0.78 0.69 0.58 0.50130 1.00 0.96 0.89 0.77 1.00 0.93 0.81 0.68 0.59 0.50150 1.00 0.96 0.83 0.76 1.00 0.94 0.79 0.68 0.57170 1.00 0.88 0.81 1.00 0.89 0.77 0.65 0.50190 0.94 0.86 0.75 1.00 0.86 0.73 0.56220 1.00 0.93 0.80 1.00 0.85 0.65260 1.00 0.86 1.00 0.76300 0.92 0.88340 1.00 1.00

Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method. Where these dimensions are not achievable, the appropriate reduction factor/s from the tables (next page) must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the

top of the appropriate table and read down the left hand column until actual edge or spacing distance is found. Read off the reduction factor where the two lines intersect (interpolate as required). Multiply this fac-tor by the DESIGN RESISTANCE or RECOMMENDED LOAD quoted in the table. On the occasion that multiple close edge and/or spacing distances occur, the appropriate reduction factors must be applied.

FOR CONCRETE


R-KEA® RAWL CARTRIDGE

DESCRIPTIONR-KEA is specially formulated Epoxy Acrylate/Vinyl Ester resin, which offers protection in damp and corrosive applications, as well as giving high loads in concrete.


NB. NOT SUITABLE FOR OVERHEAD APPLICATIONS

FEATURES1. Easy to extrude.2. Short working and curing times.3. Ideal for close edge and spacing

applications.

Curing Times


30 3 mins 20 mins25 5 mins 30 mins15 10 mins 1 hour

5 20 mins 2 hours




Installation





Suitable for greater than standard embedment for enhanced performance.

We recommend that for embedment above 500mm and 20mm in diameter, a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.

STUD THREAD

SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE (mm)(do)


(mm) (df)

STANDARD EMBEDMENT IN CONCRETE

(mm)(ho)


(Tinst)

STUD PRODUCT CODES APPROX No.



PRODUCT CODE NEW CODE PRODUCT

CODE NEW CODE

M8 110 17 17 10 9 80 11 60-708 STUDS-08110 60-906 STUDS-08110-A4 84M10 130 21 28 12 11 90 22 60-710 STUDS-10130 60-911 STUDS-10130-A4 61M12 160 24 36 14 13 110 38 60-712 STUDS-12160 60-916 STUDS-12160-A4 42M16 190 30 42 18 17 125 95 60-716 STUDS-16190 60-921 STUDS-16190-A4 28M20 260 37 90 24 22 145 150 60-720 STUDS-20260 60-926 STUDS-20260-A4 7M24 295 44 85 28 26 180 200 60-724 STUDS-24295 60-931 STUDS-24295-A4 6

Product Information

60-852R-KEA-380(380ml)

FOR CONCRETE


R-KEA® RAWL CARTRIDGE

Specifi cation Data

Reduction Factors – Edge and Spacing DistancesThe full characteristic edge and spacing distances shown in the table above are the minimum allowable for the quoted DESIGN RESISTANCE or RECOMMENDED LOAD, depending on your design method.Where these dimensions are not achievable, the appropriate reduction factor/s from the tables below must be applied to the DESIGN RESISTANCE or RECOMMENDED LOAD. Choose the required bolt diameter across the


SIZE


CHARACTERISTIC RESISTANCE(kN) DESIGN RESISTANCE (Factored)(kN) RECOMMENDED LOAD (Unfactored)

(kN)CHARACTERISTIC EDGE DISTANCE

(mm)CHARACTERISTIC SPACING

(mm)

TENSION(NRk)

SHEAR(VRk)

TENSION(NRd)

SHEAR (VRd)

TENSION(Nrec)

SHEAR(VRec)

TENSION(Ccr,N)

SHEAR (Ccr,V)


M8 14.3 9.9 6.3 7.9 4.5 5.7 80 100 100M10 22.4 15.7 9.6 12.6 6.9 9.0 90 130 130M12 30.6 22.9 12.4 18.3 8.9 13.1 110 150 150M16 48.7 42.5 19.4 34.0 13.9 24.3 130 170 170M20 67.1 66.8 25.2 53.4 18.0 38.2 150 190 210M24 81.7 95.7 28.2 76.6 20.1 54.7 190 240 240


EDGE(mm)


M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24

50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56

100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 1.00 0.94 0.83 0.68170 0.97 1.00 0.94 0.77190 1.00 1.00 0.86210 0.95240 1.00


SPACING(mm)


M8 M10 M12 M16 M20 M24

50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81

100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.79130 1.00 0.97 0.91 0.86 0.82150 1.00 0.95 0.90 0.85170 1.00 0.94 0.88190 0.98 0.92210 1.00 0.95240 1.00

REBAR DIA.(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 11.4 14.2 17.1 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 15410 12 15.9 19.1 22.3 25.4 28.6 31.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 21512 15 20.9 24.4 27.9 31.3 34.8 38.3 41.8 45.3 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 28314 18 MINIMUM

REBAR DEPTH26.3 30.1 33.9 37.6 41.4 45.1 48.9 52.7 56.4 60.2 63.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 66.9 356

16 20 32.2 36.2 40.2 44.2 48.3 52.3 56.3 60.3 64.3 68.4 72.4 76.4 80.4 84.4 87.4 87.4 87.4 87.4 435 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 45.0 50.6 56.2 61.8 67.4 78.7 89.9 101 112 124 135 137 137 137 137 137 137 137 137 137 137 137 60825 32 60.9 67.0 73.0 85.2 97.4 110 122 134 146 170 195 214 214 214 214 214 214 214 214 214 87732 40 MINIMUM

REBAR DEPTH80.0 93.3 107 120 133 147 160 187 213 240 267 293 320 347 350 350 350 350 1312

40 50 115 130 144 159 173 202 231 259 288 317 346 375 403 461 519 546 1897 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1600 1800 2000

REBAR DIA.(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 7.6 9.5 11.4 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 15410 12 10.6 12.7 14.9 16.9 19.1 21.2 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 21512 15 13.9 16.3 18.6 20.9 23.2 25.5 27.9 30.2 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 28314 18 MINIMUM

REBAR DEPTH17.5 20.1 22.6 25.1 27.6 30.1 32.6 35.1 37.6 40.1 42.6 4.6 44.6 44.6 44.6 44.6 44.6 44.6 44.6 356

16 20 21.5 24.1 26.8 29.5 32.2 34.9 37.5 40.2 42.9 45.6 48.3 50.9 53.6 56.3 58.3 58.3 58.3 58.3 435DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 30.0 33.7 37.5 41.2 44.9 52.5 59.9 67.5 74.9 82.4 89.9 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 60825 32 40.6 44.7 48.7 56.8 64.9 73.1 81.1 89 97 114 130 142 142 142 142 142 142 142 142 142 87732 40 MINIMUM

REBAR DEPTH53.3 62.2 71.1 80.0 89 98 107 124 142 160 178 195 213 231 233 233 233 233 1312

40 50 76.8 86.4 96 106 115 134 154 173 192 211 230 250 269 307 346 364 1897DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1400 1600 1800 2000








FOR CONCRETE



Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.

We recommend that for embedment above 500mm and 20mm in diameter a power operated resin gun should be used. Please contact the Rawl Technical Advisory Service for further advice.

DESCRIPTIONR-KEM+ is a high performance, styrene free system that is suitable for use in concrete, and other solid or hollow masonry structures. This makes it ideal for applications where conventional expansion anchors present problems.


FEATURES1. Suitable for solid and hollow substrates.2. Suitable for overhead applications (with care).3. R-KEM+ fits a standard mastic gun.4. Styrene free.5. Suitable for use in confined spaces

Installation


INSTALLATIONHollow substrates & substrates with voids





1. Drill hole to correct diameter and depth for mesh sleeve size being used.

2. Insert sleeve into hole. 4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has set and then attach fixture.

3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until even colour. Then insert nozzle and pump to fill sleeve.

60-270R-KEM-300(300ml)


Curing Times


30 3 mins 25 mins20 7 mins 50 mins10 22 mins 1 hour 30 mins5 30 mins 3 hours 20 mins

Product Information

STUD THREAD SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE

(mm)(do)

HOLE DIAMETER

IN FIXTURE

(mm) (df)

STANDARD EMBEDMENT

IN CONCRETE

(mm)(ho)


(Tinst)

STUD PRODUCT CODESAPPROX No. OF HOLES

PER 300ML CARTRIDGE

ZINC PLATED

STAINLESS STEEL GRADE 316 A4


CODE NEW CODE

M8 110 17 17 10 9 80 11 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 66M10 130 21 28 12 11 90 22 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 48M12 160 24 36 14 13 110 38 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 33M16 190 30 42 18 17 125 95 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 22M20 260 37 90 24 22 145 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 6

M20 DEEP 260 37 55 24 22 180 150 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 5M24 295 44 85 28 26 180 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 5

M24 DEEP 295 44 55 28 26 210 200 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 4

R-KEM+® RAWL CARTRIDGE



R-KEM+® RAWL CARTRIDGE





REBAR DIA.(mm)

HOLE DIA. DESIGN RESISTANCE (Fd)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 10.7 13.3 16.0 18.7 21.3 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 16410 12 14.9 17.9 20.9 23.8 26.8 29.8 32.8 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 23012 15 19.6 22.9 26.1 29.4 32.6 35.9 39.2 42.4 45.7 49.0 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 30114 18 MINIMUM

REBAR DEPTH24.7 28.2 31.7 35.3 38.8 42.3 45.8 49.4 52.9 56.4 59.9 63.5 66.9 66.9 66.9 66.9 66.9 66.9 66.9 379

16 20 30.2 33.9 37.7 41.5 45.2 49.0 52.8 56.5 60.3 64.1 67.9 71.6 75.4 79.2 82.9 86.7 87.4 87.4 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 42.1 47.4 52.7 61.8 67.4 78.7 84.3 94.8 105 116 126 137 137 137 137 137 137 137 137 137 137 137 64825 32 56.9 62.6 68.3 79.7 91.1 103 114 125 137 159 182 205 214 214 214 214 214 214 214 214 93732 40 MINIMUM

REBAR DEPTH74.6 87.1 99.5 112 124 137 149 174 199 224 249 274 299 323 350 350 350 350 1406

40 50 107 121 134 148 161 188 215 241 268 295 322 349 402 456 510 546 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100


REBAR DIA.(mm)

HOLE DIA. RECOMMENDED LOAD (Frec)(kN)

EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 7.1 8.9 10.7 12.5 14.2 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 16410 12 9.9 11.9 13.9 15.9 17.9 19.9 21.9 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 23012 15 13.1 15.3 17.4 19.6 21.7 23.9 26.1 28.3 30.5 32.7 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 30114 18 MINIMUM

REBAR DEPTH16.5 18.8 21.1 23.5 25.9 28.2 30.5 32.9 35.3 37.6 39.9 42.3 44.6 44.6 44.6 44.6 44.6 44.6 44.6 379

16 20 20.1 22.6 25.1 27.7 30.1 32.7 35.2 37.7 40.2 42.7 45.3 47.7 50.3 52.8 55.3 57.8 58.3 58.3 464 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 28.1 31.6 35.1 41.2 44.9 52.5 56.2 63.2 70.3 77.3 84.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 64825 32 37.9 41.7 45.5 53.1 60.7 68.3 75.9 84 91 106 121 137 142 142 142 142 142 142 142 142 93732 40 MINIMUM

REBAR DEPTH49.7 58.1 66.3 74.7 83 91 100 116 133 149 166 182 199 216 233 233 233 233 1406

40 50 71.5 80.5 89 98 107 125 143 161 179 197 215 232 268 304 340 364 2037 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 700 800 900 1000 1100 1200 1300 1500 1700 1900 2100

Specifi cation Data

SIZE


BRICKWORK 20.5N/mm2

BLOCKWORK 7N/mm2

BLOCKWORK 3.5N/mm2

BLOCKWORK 2.8N/mm2

M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0



SIZE

CONCRETE, fck,cube = 30N/mm2 (C20/25)CHARACTERISTIC

RESISTANCE(kN)




(mm)


(mm)

TENSION(NRk)

SHEAR(VRk)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec)

TENSION(Ccr,N)

SHEAR(Ccr,V)


M8 11.5 9.9 5.1 7.9 3.6 5.7 80 100 100M10 20.0 15.7 8.3 12.6 5.9 9.0 90 130 130M12 28.7 22.9 11.5 18.3 8.2 13.1 110 150 150M16 45.7 42.5 16.6 34.0 11.9 24.3 130 170 170M20 62.0 66.8 20.9 53.4 15.0 38.2 150 190 210

M20 DEEP 69.7 66.8 23.2 53.4 16.6 38.2 180 190 230M24 79.3 95.7 26.4 76.6 18.9 54.7 190 240 240

M24 DEEP 87.9 95.7 29.3 76.6 20.9 54.7 220 240 270


EDGE(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP M8 M10 M12 M16 M20 M24

50 0.77 0.5060 0.85 0.80 0.60 0.5070 0.92 0.87 0.78 0.70 0.58 0.5080 1.00 0.93 0.84 0.80 0.66 0.5790 1.00 0.89 0.82 0.90 0.75 0.64 0.56100 0.95 0.86 0.80 1.00 0.83 0.71 0.62 0.56110 1.00 0.91 0.84 0.77 0.77 0.92 0.78 0.69 0.61 0.50130 1.00 0.92 0.83 0.83 0.76 1.00 0.92 0.81 0.72 0.59150 1.00 0.90 0.90 0.81 1.00 0.94 0.83 0.68170 0.97 0.96 0.86 1.00 0.94 0.77180 1.00 0.98 0.89 0.98 0.81190 1.00 0.92 1.00 0.86220 1.00 0.97240 1.00

SPACING(mm)


M8 M10 M12 M16 M20 M20 DEEP M24 M24

DEEP50 0.8060 0.84 0.8070 0.88 0.83 0.8080 0.92 0.87 0.8390 0.96 0.90 0.86 0.81100 1.00 0.93 0.88 0.84 0.80110 0.97 0.91 0.86 0.82 0.80 0.79130 1.00 0.97 0.91 0.86 0.84 0.83 0.80150 1.00 0.95 0.90 0.87 0.86 0.83170 1.00 0.94 0.90 0.89 0.86210 1.00 0.97 0.95 0.92230 1.00 0.98 0.95240 1.00 0.97270 1.00






When calculating loads in brickwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.


R-KF2/KSF® RAWL CARTRIDGE



We recommend that embedment above 500mm and 20mm in diameter a power operated resin gun should be used.

Please contact the Rawl Technical Advisory Service for further advice.

DESCRIPTIONR-KF2 and R-KSF are general purpose resins, for solid and hollow structures with both products having a relatively short cure time.

SUITABLE FOR USE IN:ConcreteBrickworkBlockworkStoneOverhead Applications

FEATURES1. Suitable for Solid and Hollow

substrates.2. 150ml R-KSF is ideal for small

applications.3. R-KSF fits a standard

mastic gun.4. R-KSF Odourless and

Styrene free.

Installation






INSTALLATIONHollow substrates & substrates with voids

1. Drill hole to correct diameter and depth for mesh sleeve size being used.

2. Insert sleeve into hole. 3. Insert cartridge into cartridge gun and attach nozzle. Dispense to waste until even colour. Then insert nozzle and pump to fill sleeve.

4. Insert stud or socket with a twisting action. Leave the anchor undisturbed until the resin has set and then attach fixture.

60-200R-KF2-380(380ml)

60-150R-KSF-150(150ml)


STUD THREAD

SIZE (mm) (d)

STUD OVERALL LENGTH

(mm) (l)

WASHER DIAMETER

(mm)(Dw)

MAXIMUM FIXTURE


HOLE DIAMETER

IN CONCRETE

(mm)(do)


(mm) (df)

STANDARD EMBEDMENT

IN CONCRETE

(mm)(ho)


(Tinst)

STUD PRODUCT CODES APPROX No OF HOLES

PER 380ML CARTRIDGE



CODE NEW CODE 380ml 150ml

M8 110 17 17 10 9 80 3 2 60-708 STUDS-08110 60-906 STUDS-08110-A4 84 33M10 130 21 28 12 11 90 9 6 60-710 STUDS-10130 60-911 STUDS-10130-A4 61 24M12 160 24 36 14 13 110 17 11 60-712 STUDS-12160 60-916 STUDS-12160-A4 42 16M16 190 30 42 18 17 125 36 24 60-716 STUDS-16190 60-921 STUDS-16190-A4 28 11M20 260 37 90 24 22 145 53 - 60-720 STUDS-20260 60-926 STUDS-20260-A4 7 3M24 295 44 85 28 26 180 60 - 60-724 STUDS-24295 60-931 STUDS-24295-A4 6 2

R-KF2


(°C)

WORKING TIME

CURING TIME

30 4 mins 30 mins25 7 mins 1 hour15 15 mins 2 hours

5 30 mins 3 hours

R-KSF


(°C)

WORKING TIME CURING TIME

30 4 mins 30 mins20 8 mins 50 mins15 14 mins 2 hours

5 30 mins 4 hours

Note: For perforated brickwork and hollow block work a mesh sleeve must be inserted into the hole prior to the resin being pumped.Studs over 16mm diameter are not recommended in brickwork.

Product Information


R-KF2/KSF® RAWL CARTRIDGE


If you are bonding rebar into

reinforced concrete, where

the size, position etc. of the

reinforcing is known, then

design principles contained

within Eurocode 2 can be

adopted instead of the design

recommendations contained

within this manual.




Specifi cation Data


SIZE



DESIGN RESISTANCE(Factored) (kN)


(kN)


(mm)


(mm)TENSION(NRk)

SHEAR(VRk)

TENSION (NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec)

TENSION (Ccr,N)

SHEAR(Ccr,V)


M8 9.5 9.9 4.1 7.9 2.9 5.7 60 80 80M10 16.4 15.7 6.5 12.6 4.7 9.0 70 90 90M12 25.7 22.9 9.7 18.3 6.9 13.1 80 110 110M16 42.5 42.5 14.7 34.0 10.5 24.3 90 130 130M20 52.0 66.8 17.6 53.4 12.6 38.2 110 150 150M24 61.9 95.7 20.0 76.6 14.3 54.7 130 170 170

SIZE


BRICKWORK 20.5N/mm2

BLOCKWORK 7N/mm2

BLOCKWORK 3.5N/mm2

BLOCKWORK 2.8N/mm2

M8 1.4 0.6 0.5 0.4M10 2.9 1.3 0.9 0.7M12 4.0 2.0 1.1 0.9M16 5.0 3.0




EDGE(mm)

TENSILE : EDGE REDUCTION FACTORS SHEAR : EDGE REDUCTION FACTORSM8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24

40 0.80 0.5050 0.90 0.83 0.62 0.5660 1.0 0.91 0.85 0.75 0.66 0.5470 1.0 0.92 0.87 0.78 0.6480 1.0 0.93 1.0 0.89 0.72 0.6290 1.0 0.89 0.85 1.0 0.82 0.69 0.60100 0.95 0.89 0.91 0.77 0.66 0.60110 1.0 0.95 1.0 0.84 0.73 0.66130 1.0 1.0 0.86 0.73150 1.0 0.86170 1.0


SPACING(mm)

TENSILE & SHEAR REDUCTION FACTORSM8 M10 M12 M16 M20 M24

40 0.8050 0.85 0.8260 0.90 0.87 0.8270 0.95 0.91 0.8580 1.0 0.95 0.89 0.8590 1.0 0.93 0.88 0.84100 0.96 0.91 0.87 0.84110 1.0 0.94 0.89 0.87130 1.0 0.95 0.89150 1.0 0.95170 1.0

REBAR DIA.(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 10.0 12.4 14.9 17.4 19.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 21.9 17610 12 13.9 16.7 19.5 22.3 25.0 27.8 30.6 33.4 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 24612 15 18.3 21.3 24.4 27.4 30.5 33.5 36.6 39.6 42.7 45.7 48.8 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 49.2 32314 18 MINIMUM

REBAR DEPTH23.0 26.3 29.6 32.9 36.2 39.5 42.8 46.1 49.4 52.7 56.0 59.2 62.5 65.8 66.9 66.9 66.9 66.9 66.9 407

16 20 28.1 31.7 35.2 38.7 42.2 45.7 49.3 52.8 56.3 59.8 63.3 66.9 70.4 73.9 77.4 80.9 84.4 87.4 497 DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 39.3 44.3 49.2 54.1 59.0 68.8 78.7 88.5 98.3 108 118 128 137 137 137 137 137 137 137 137 137 137 69425 32 53.0 58.3 63.6 74.2 84.8 95.4 106 117 127 138 148 170 191 212 214 214 214 214 214 214 100732 40 MINIMUM

REBAR DEPTH69.3 80.9 92.4 104 116 127 139 150 162 185 208 321 277 323 350 350 350 350 1514

40 50 99.3 112 124 137 149 161 174 199 224 248 298 348 397 447 497 546 2200 DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200

REBAR DIA.(mm)

HOLE DIA.


EMBEDMENT DEPTH TO

FAIL REBAR(mm)

8 10 6.7 8.3 9.9 11.6 13.3 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 14.6 17610 12 9.3 11.1 13.0 14.9 16.7 18.5 20.4 22.3 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 22.8 24612 15 12.2 14.2 16.3 18.3 20.3 22.3 24.4 26.4 28.5 30.5 32.5 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32.8 32314 18 MINIMUM

REBAR DEPTH15.3 17.5 19.7 21.9 24.1 26.3 28.5 30.7 32.9 35.1 37.3 39.5 41.7 43.9 44.6 44.6 44.6 44.6 44.6 407

16 20 18.7 21.1 23.5 25.8 28.1 30.5 32.9 35.2 37.5 39.9 42.2 44.6 46.9 49.3 51.6 53.9 56.3 58.3 497DEPTH (mm) 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500

20 25 26.2 29.5 32.8 36.1 39.3 45.9 52.5 59.0 65.5 72.1 78.7 85.3 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 91.1 69425 32 35.3 38.9 42.4 49.5 56.5 63.6 70.7 78 85 92 99 113 127 141 142 142 142 142 142 142 100732 40 MINIMUM

REBAR DEPTH 46.2 53.9 61.6 69.3 77 85 92 100 108 123 139 154 185 216 233 233 233 233 1514

40 50 66.2 74.5 83 91 99 108 116 132 149 166 199 232 265 298 331 364 2200DEPTH (mm) 200 225 250 275 300 350 400 450 500 550 600 650 700 800 900 1000 1200 1400 1600 1800 2000 2200





When calculating loads in brickwork, apply the published edge distance and spacing for concrete and assume these fi gures to be the absolute minimums. Concrete reduction factors must NOT be applied.


ACCESSORIES

BONDED ANCHOR ACCESSORIES

60-687 60-980

R-HAC Installation Adaptor for Rebar & Studding

Brushes and Blow Pump

HOLE SIZE BRUSHES PACK QUANTITY PRODUCT CODE NEW CODE

M8 - 10 mm POLYBAG 1 60-980 BRUSH-M08/10M10 - 14 mm POLYBAG 1 60-981 BRUSH-M10/14M16 - 28 mm POLYBAG 1 60-982 BRUSH-M16/10BLOW PUMP POLYBAG 1 60-687 BLOWPUMP

DESCRIPTION BOX QUANTITY


MIXER NOZZLE (R-KF2, R-KSF, R-KEA) 10 60-640 NOZ-10MIXER NOZZLE (R-KF2, R-KSF, R-KEA) 100 60-642 NOZ-100MIXER NOZZLE (R-KEX) 10 60-228 NOZ-RKEX-10MIXER NOZZLE (CFS) 4 - CFS-NOZ-4MIXER NOZZLE (CFS) 12 - CFS-NOZ-12

DESCRIPTION DRILLING MACHINE PRODUCT CODE NEW CODE

ADAPTOR SDS Plus 60-780 SDS-ADAPTORSETTING HEAD SDS Plus 60-782 SDS-SETTING

Driving Systems – R-CAS Studs

TO FIT SIZE BOX QUANTITY

DRIVER SOCKET FOR 3 JAW CHUCK MACHINESQUANTITY

SDS ADAPTOR

PRODUCT CODE NEW CODE PRODUCT CODE NEW CODE

M8 5 60-709 DRIVER-M8 1 60-780 SDS-ADAPTORM10 5 60-711 DRIVER-M10 1 60-780 SDS-ADAPTORM12 5 60-713 DRIVER-M12 1 60-780 SDS-ADAPTORM16 5 60-717 DRIVER-M16 1 60-780 SDS-ADAPTORM20 1 60-731 DRIVER-M20 1 — —M24 1 60-732 DRIVER-M24 1 — —M30 1 60-735 DRIVER-M30 1 — —

DESCRIPTION SUITABLE FOR PACK TYPE QUANTITY PRODUCT CODE NEW CODE

400ml CARTRIDGE GUN R-KEX POLYBAG 1 60-645 R-GUN-400ml380ml CARTRIDGE GUN R-KF2 / R-KEA POLYBAG 1 60-660 R-GUN-380ml300ml SKELETON GUN R-KSF / R-KEM POLYBAG 1 60-160 R-GUN-300ml300ml CARTRIDGE GUN R-KEM+ POLYBAG 1 60-172 R-GUN-300ml-C300ml CFS GUN CFS BOXED 1 - CFS GUN

Product Information

60-645 60-660 60-17260-160

for R-KEXfor R-KEA, R-KF2

suitable for 380 ml cartridge

for R-KSFsuitable for 175 ml and 300 ml

cartridge

Heavy duty cartridge gun for R-KEM+

suitable for 175 ml and 300 ml cartridge

Dispenser Guns

Mixer Nozzles

CFS Gun


Internally Threaded Sockets

BONDED ANCHOR ACCESSORIESINTERNALLY THREADED SOCKETS

SOCKET DIAMETER (mm) ZINC PLATED STAINLESS STEEL

M6 11 11M8 13 12M10 17 16M12 17 20M16 25 25

All sockets can be used with cartridge systems and in these circumstances a drive system is not required.

SOCKET TYPE AND INTERNAL THREAD LENGTH

(lg)

SOCKET OVERALL LENGTH

(mm)(l)

HOLE DIAMETER

IN CONCRETE

(mm)(do)

HOLE DEPTH IN CONCRETE

(mm)(ho)

HOLE DIAMETER

INFIXTURE

(mm)(df)

USE WITH CAPSULE

Ref

TIGHTENING TORQUE (Nm) SOCKETS PER BOX/

PACK

SOCKET PRODUCT CODESZINC

PLATEDSTAINLESS STEEL GRADE

303 A2 DRIVE SYSTEM

RODUCT CODE NEW CODE PRODUCT

CODE NEW CODE PRODUCT CODE NEW CODE30 N/mm2

CONCRETE20.5 N/mm2 BRICKWORK

7.0 N/mm2 BLOCKWORK

M6x24 75 12 75 7 R-CAS-10 5 3 1.5 10 60-620 ITS-Z-06075 — — 60-690 ITS-DRIVE-06

M6x24 75 14 75 7 R-CAS-10 5 3 1.5 10 — — 60-985 ITS-SS-06075 60-690 ITS-DRIVE-06

M8x25 75 14 75 9 – 11 6 3 10 60-622 ITS-Z-08075 60-987 ITS-SS-08075 — —

M8x25 90 14 90 9 R-CAS-12 11 6 3 10 60-623 ITS-Z-08090 60-988 ITS-SS-08090 60-692 ITS-DRIVE-08

M10x30 75 20 75 11 – 22 13 6 10 60-624 ITS-Z-10075 60-989 ITS-SS-10075 — —

M10x30 100 20 100 11 R-CAS-16 22 13 3 10 60-626 ITS-Z-10100 60-992 ITS-SS-10100 60-694 ITS-DRIVE-10

M12x35 100 20 100 13 R-CAS-16 38 21 6 6 60-628 ITS-Z-12100 — — 60-696 ITS-DRIVE-12

M12x35 100 22 100 13 R-CAS-16 38 21 6 6 — — 60-993 ITS-SS-12100 60-696 ITS-DRIVE-12

M16x50 125 28 125 17 R-CAS-20 95 30 – 6 60-630 ITS-Z-16125 60-995 ITS-SS-16125 60-698 ITS-DRIVE-16

Product Information

SIZE


PRODUCT CODE


DESIGN RESISTANCE (kN)



(mm)

CHARACTERISTIC SPACING(mm)

TENSION(NRK)

SHEAR(VRK)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec) TENSION

(Ccr,N)SHEAR(Ccr,V)

TENSION or SHEAR(Scr,N) (Scr,V)5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE

M6x75 9.8 14.6 5.7 8.8 4.5 6.8 3.2 4.9 3.2 4.8 1.8 2.7 100 130 130 60-62060-985

M8x7515.9

19.29.9 15.4 7.3

8.97.9 12.3 5.2

6.45.7 8.8 130 150 150

60-62260-987

M8x90 21.7 10.0 7.2 60-62360-988

M10x7524.2

27.515.7 24.1 11.2

12.812.6 19.3 8.0

9.19.0 13.8 150 170 170

60-62460-989

M10x100 36.6 16.9 12.1 60-62660-992

M12x100 36.1 36.6 22.9 35.2 16.7 16.9 18.3 28.2 11.9 12.1 13.1 20.1 150 180 180 60-62860-993

M16x125 54.0 54.0 42.5 65.1 25.0 25.0 34.0 52.1 17.8 17.8 24.3 37.2 170 220 220 60-63060-995

R-KEM+ & RM50 Performance Data

SIZE


PRODUCT CODE


DESIGN RESISTANCE (kN)



(mm)

CHARACTERISTIC SPACING(mm)

TENSION(NRK)

SHEAR(VRK)

TENSION(NRd)

SHEAR(VRd)

TENSION(Nrec)

SHEAR(Vrec) TENSION

(Ccr,N)SHEAR(Ccr,V)

TENSION or SHEAR(Ccr,N) (Ccr,V)5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE5.8

GRADE8.8

GRADE

M6x75 9.8 14.6 5.7 8.8 4.5 6.8 3.2 4.9 3.2 4.8 1.8 2.7 100 130 130 60-62060-985

M8x75*15.9 21.7 9.9 15.4 7.3 10.0 7.9 12.3 5.2 7.2 5.7 8.8 130 150 150

60-62260-987

M8x90 60-62360-988

M10x75*24.2 38.4 15.7 24.1 11.2 17.8 12.6 19.3 8.0 12.7 9.0 13.8 150 170 170

60-62460-989

M10x100 60-62660-992

M12x100 36.1 50.0 22.9 35.2 16.7 23.1 18.3 28.2 11.9 16.5 13.1 20.1 170 180 180 60-62860-993

M16x125 66.1 89.5 42.5 65.1 30.6 41.1 34.0 52.1 21.9 29.6 24.3 37.2 200 220 220 60-63060-995

R-CAS & R-KEX Performance Data

Stainless steel

Zinc plated steel

lg

l

* Note: M8x75 and M10x75 Sockets are not suitable for R-CAS capsules


Mesh Sleeves x 1m

HOLE DIAMETER IN STRUCTURE (mm) STUD SIZE SLEEVE LENGTH

(mm)BOX/PACK QUANTITY PRODUCT CODE

14 M8 - M10 12,5 x 1000 10 SP-CE-R1016 M12 15,0 x 1000 5 SP-CE-R1222 M16 20,5 x 1000 10 SP-CE-R1628 M20 26,0 x 1000 5 SP-CE-R20

Mesh Sleeves

Plastic Sleeves

STUD SIZE(mm)

HOLE DIAMETER IN STRUCTURE

(mm)

SLEEVE LENGTH (mm)

BOX QUANTITY PRODUCT CODE NEW CODE

M6/M8 16 13 x 80 10 60-607 PLS-13080-10M6/M8 16 13 x 80 5 60-608 PLS-13080-5/5

M10 16 13 x 130 10 60-609 PLS-13130-10M10 16 13 x 130 5 60-614 PLS-13130-5/5

M12/M16 20 18 x 85 10 60-615 PLS-18085-10M12/M16 20 18 x 85 5 60-616 PLS-18085-5/5

STUD SIZE(mm)

HOLE DIAMETER IN STRUCTURE

(mm)

SLEEVE LENGTH (mm)

BOX QUANTITY PRODUCT CODE NEW CODE

M6/M8 12 11 x 85 10 60-805 MS-11085M10 16 15 x 95 10 60-807 MS-15095M10 16 15 x 130 10 60-809 MS-15130M10 16 15 x 200 10 60-111 MS-15200M12 18 17 x 95 10 60-113 MS-17095M12 18 17 x 200 10 60-115 MS-17200M16 22 21 x 200 10 60-117 MS-21200

THREADED RODS AND MESH SLEEVES

THREADED RODS

MATERIAL steel DIN 975 - zinc plated.

THREAD QUANTITY PRODUCT CODE

M6 50 975-06-1000-ZN

M8 50 975-08-1000-ZN

M10 25 975-10-1000-ZN

M12 20 975-12-1000-ZN

M16 10 975-16-1000-ZN

M20 10 975-20-1000-ZN

Grade 4.8, Length 1m

THREAD QUANTITY PRODUCT CODE

M6 10 975-06-1000-88-ZN

M8 5 975-08-1000-88-ZN

M10 5 975-10-1000-88-ZN

M12 5 975-12-1000-88-ZN

M16 5 975-16-1000-88-ZN

M20 5 975-20-1000-88-ZN

Grade 8.8, Length 1m


NUTS & WASHERS

Product Information

FLAT STANDARD WASHERS DIN 125

MATERIAL Low carbon steel, electro zinc plated.

PROPERTIES e Made in accordance with DIN 125.

DESCRIPTION DIMMENSION(mm)

QUANTITYPRODUCT CODE

BOX OUTER

M6 6.4 x 12.0 x 1.6 500 24000 VMM-125-06-ZN

M8 8.4 x 16.0 x 1.6 250 12000 VMM-125-08-ZN

M10 10.5 x 20.0 x 2.0 250 6000 VMM-125-10-ZN

M12 13.0 x 24.0 x 2.5 100 4800 VMM-125-12-ZN

M16 17.0 x 30.0 x 3.0 75 1800 VMM-125-16-ZN

M20 21.0 x 37.0 x 3.0 50 1200 VMM-125-20-ZN

FLAT LARGE WASHERS DIN 9021



DESCRIPTION DIMMENSION(mm)


BOX OUTER

M6 6.4 x 18.0 x 1.6 250 12000 VMM-9021-06-ZN

M8 8.4 x 24.0 x 2.0 200 4800 VMM-9021-08-ZN

M10 10.5 x 30.0 x 2.5 100 2400 VMM-9021-10-ZN

M12 13.0 x 37.0 x 3.0 100 1200 VMM-9021-12-ZN

M16 17.0 x 50.0 x 3.0 50 600 VMM-9021-16-ZN

M20 21.0 x 60.0 x 4.0 25 300 VMM-9021-20-ZN

HEXAGONAL STANDARD NUTS DIN 934



DESCRIPTIONQUANTITY

PRODUCT CODEBOX OUTER

M6 250 12000 VMM-934-06-ZN

M8 250 6000 VMM-934-08-ZN

M10 250 3000 VMM-934-10-ZN

M12 150 1800 VMM-934-12-ZN

M16 100 900 VMM-934-16-ZN

M20 50 450 VMM-934-20-ZN

COUPLING NUT

DESCRIPTIONFor connecting multiple lengths of threaded rod.


PROPERTIESMade in accordance with DIN 6334

THREAD NUT LENGTH (mm)


PACK OUTER

M6 18.0 500 2000 6334-06-1000-ZN

M8 24.0 250 1000 6334-08-1000-ZN

M10 30.0 125 500 6334-10-1000-ZN

M12 36.0 75 300 6334-12-1000-ZN

M16 48.0 40 160 6334-16-1000-ZN

M20 60.0 20 80 6334-20-1000-ZN


INSULATION FIXINGSFOR CONCRETE, MASONRY, BLOCKWORK, STONE.

10MM INSULATION FIXINGS WITH HAMMER-IN NYLON PIN

TYPICAL APPLICATIONSe Fixing light thermal

insulation materials e.g. expanded polystyrene rendered facade walls.

MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) - to order. Nail pin: polyamide PA 6.0 (Nylon) reinforced with fibre glass.

INSTALLATION TIPSe Pre-drilling diameter: 10 mm e Anchorage depth: min. 50 mm

Product Information

Installation

PLUG LENGTH(mm)

HOLE DIAMETER(mm)

INSULATION THICKNESS(mm)

QUANTITY PACK PRODUCT CODE

70 10 10-20 250 KI-07090 10 30-40 250 KI-090120 10 60-70 250 KI-120140 10 80-90 250 KI-140160 10 100-110 250 KI-160180 10 120-130 250 KI-180200 10 140-150 250 KI-200


TYPICAL APPLICATIONSe Fixing light thermal

insulation materials e.g. expanded polystyrene rendered facade walls.

MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) - to order. Nail pin: polyamide PA 6.0 (Nylon) reinforced with fibre glass.


Product Information

Installation

PLUG LENGTH(mm)

HOLE DIAMETER(mm)

INSULATION THICKNESS(mm)


90 8 30-40 250 KI-090/8110 8 50-60 250 KI-110/8130 8 70-80 250 KI-130/8150 8 90-100 250 KI-150/8170 8 110-120 250 KI-170/8170 8 130-140 250 KI-190/8


FOR CONCRETE, MASONRY, BLOCKWORK, STONE.

INSULATION FIXINGS


Product Information

TYPICAL APPLICATIONSe For fixings light insulation boards, not exposed

to influence of suction wind forces e.g. by insulation of: building substructure, basement walls, window and door reveals, building plinths.

MATERIAL Plug sleeve: impact resistant co-polymer of polypropylene PP


Installation

PLUG DESCRIPTION

HOLE DIAMETER(mm)

INSULATION THICKNESS

(mm)


35 x 70 8 30-40 400 KIK-07035 x 90 8 50-60 400 KIK-090

METAL FIRE RESISTANT INSULATION SUPPORT

Product Information

TYPICAL APPLICATIONSe For fixing mineral wool to facade

walls in all applications where fire resistance is required.

MATERIAL Electro-zinc coated steel or stainless steel A2 – to order.


InstallationPLUG LENGTH

(mm)HOLE DIAMETER

(mm)QUANTITY

PACK PRODUCT CODE

90 8 250 MKI-090/8110 8 250 MKI-110/8140 8 250 MKI-140/8170 8 250 MKI-170/8200 8 250 MKI-200/8

INSULATION FLANGE WITH COVER CAP

Product Information

Installation

TYPICAL APPLICATIONSe For fixing both light polystyrene

and heavy mineral wool boards in

combination with appropriate screws to

facade walls made from: timber, sheet

metal, plasterboard, etc.

MATERIAL Impact resistant co-polymer of polypropylene PP or polyamide PA 6.0 (Nylon) to order.

INSTALLATION TIPSe Anchorage depth: min. 30 mm

FLANGE DIAMETER

(mm)


60 200 KC


SDS

DESCRIPTIONDeveloped for SDS rotary hammer drilling machines.Provides faster, easier drilling with lower power consumption.

FEATURES1. Twin spiral shank for fast,

effective, clearance of spoil.2. Specially designed tip

outperforms other brands for performance and longevity.

3. Can be extended with SDS extension sleeves in conjunction with impactor drill range marked.

Product Information

DIAMETER(mm)

LENGTH(mm) PRODUCT CODE NEW CODE

4.0 110 34-006 SDS-40110

5.0 110 34-010 SDS-50110

5.0 160 34-110 SDS-50160

5.5 110 34-011 SDS-55110

5.5 160 34-111 SDS-55160

6.0 110 34-012 SDS-60110

6.0 160 34-112 SDS-60160

6.0 210 34-210 SDS-60210

6.5 110 34-013 SDS-65110

6.5 160 34-113 SDS-65160

6.5 210 34-212 SDS-65210

7.0 110 34-014 SDS-70110

7.0 160 34-114 SDS-70160

7.0 210 34-214 SDS-70210

8.0 110 34-016 SDS-80110

8.0 160 34-116 SDS-80160

8.0 210 34-216 SDS-80210

8.0 260 34-318 SDS-80260

9.0 210 34-218 SDS-90210

10.0 110 34-020 SDS-100110

10.0 160 34-120 SDS-10160

10.0 260 34-320 SDS-10260

10.0 310 34-380 SDS-10310

10.0 450 34-420 SDS-10450

10.0 600 34-520 SDS-10600

11.0 310 34-382 SDS-11310

12.0 160 34-124 SDS-12160

12.0 250 34-324 SDS-12250

12.0 300 34-384 SDS-12300

12.0 450 34-424 SDS-12450

12.0 1000 34-586 SDS-121000

13.0 150 34-126 SDS-13150

13.0 250 34-326 SDS-13250

13.0 450 34-426 SDS-13450

SDS plusFOR STRUCTUAL CONCRETE & ENGINEERING BRICK

DIAMETER(mm)

LENGTH(mm) PRODUCT CODE NEW CODE

14.0 150 34-128 SDS-14150

14.0 200 34-230 SDS-14200

14.0 250 34-328 SDS-14250

14.0 300 34-388 SDS-14300

14.0 450 34-428 SDS-14450

15.0 150 34-130 SDS-15150

15.0 250 34-330 SDS-15250

16.0 150 34-132 SDS-16150

16.0 200 34-232 SDS-16200

16.0 300 34-390 SDS-16300

16.0 450 34-432 SDS-16450

16.0 600 34-532 SDS-16600

16.0 800 34-538 SDS-16800

18.0 200 34-236 SDS-18200

18.0 300 34-392 SDS-18300

18.0 450 34-436 SDS-18450

18.0 600 34-536 SDS-18600

18.0 1000 34-592 SDS-181000

20.0 200 34-240 SDS-20200

20.0 450 34-440 SDS-20450

20.0 600 34-540 SDS-20600

20.0 1000 34-594 SDS-201000

22.0 250 34-344 SDS-22250

22.0 450 34-442 SDS-22450

22.0 1000 34-596 SDS-221000

24.0 250 34-348 SDS-24250

24.0 450 34-448 SDS-24450

25.0 250 34-350 SDS-25260

25.0 450 34-450 SDS-25450

25.0 600 34-550 SDS-25600

26.0 450 34-452 SDS-26450


Product Information

DESCRIPTIONMasonry bit for mains and cordless drilling machines. Drills more holes per battery charge than other masonry bits.Sizes and lengths of up to 400 mm.Extension bars available for deeper drilling. Packed in re-sealable tubes.

FEATURES1. High grade alloy tool steel and

furnace hardened to SDS standards, making bits stronger, more durable and safer to use.

2. Geometrically designed flute maximises spoil evacuation.

3. Copper brazed carbide tip, strengthens the bond between tip & body.

DIAMETER(mm)

LENGTH(mm) QUANTITY PRODUCT CODE NEW CODE

4.5 85 1x10 32-009 IMP-45085-10W5.0 100 1x10 32-010 IMP-50100-10W5.0 150 1 32-110 IMP-50150-W15.5 100 1x10 32-011 IMP-55100-10W5.5 150 1 32-111 IMP-55150-W16.0 100 1x10 32-012 IMP-60100-10W6.0 150 1 32-112 IMP-60150-W16.5 100 1x10 32-013 IMP-65100-10W6.5 150 1 32-113 IMP-65150-W17.0 100 1x10 32-014 IMP-70100-10W7.0 150 1 32-114 IMP-70150-W17.0 300 1 32-314 IMP-70300-W18.0 120 1x10 32-016 IMP-80120-10W8.0 150 1 32-116 IMP-80150-W18.0 200 1 32-216 IMP-80200-W18.0 300 1 32-316 IMP-80300-W1

10.0 120 1x10 32-020 IMP-10120-10W10.0 150 1 32-120 IMP-10150-W110.0 200 1 32-220 IMP-10200-W110.0 300 1 32-320 IMP-10300-W110.0 400 1 32-420 IMP-10400-W112.0 150 1 32-124 IMP-12150-W112.0 200 1 32-224 IMP-12200-W112.0 300 1 32-324 IMP-12300-W112.0 400 1 32-424 IMP-12400-W113.0 150 1 32-126 IMP-13150-W113.0 400 1 32-426 IMP-13400-W114.0 150 1 32-128 IMP-14150-W1

u 14.0 300 1 32-328 IMP-14300-W114.0 400 1 32-428 IMP-14400-W115.0 150 1 32-130 IMP-15150-W116.0 150 1 32-132 IMP-16150-W1

u 16.0 300 1 32-332 IMP-16300-W116.0 400 1 32-432 IMP-16400-W118.0 160 1 32-136 IMP-18160-W118.0 400 1 32-436 IMP-18400-W119.0 160 1 32-138 IMP-19160-W120.0 160 1 32-140 IMP-20160-W1

u 20.0 300 1 32-340 IMP-20300-W120.0 400 1 32-440 IMP-20400-W122.0 160 1 32-144 IMP-22160-W1

u 22.0 300 1 32-344 IMP-22300-W125.0 160 1 32-150 IMP-25160-W1

u 25.0 300 1 32-350 IMP-25300-W125.0 400 1 32-450 IMP-25400-W1

PRODUCT DESCRIPTION

EFFECTIVE LENGTH(mm) QANTITY PRODUCT

CODENEW CODE

u 14-16 mm 250 1 83-032 EXS-1416

u 20-25 mm 250 1 83-050 EXS-2025

IMPACTOR ®FOR CONCRETE, BRICKWORK & HARD MASONRY

IMPACTOR®

Extension Sleeve


Product Information

DESCRIPTIONAll-purpose masonry drill bit for rotary percussive drilling machines.

FEATURES1. Brass brazed tungsten carbide

tip, for high drilling speeds.

BLUE FLASHTM

FOR CONCRETE, BRICKWORK & HARD MASONRY

DIAMETER(mm)

LENGTH(mm) QUANTITY PRODUCT CODE NEW CODE

4.0 75 Box of 10 31-008 BF-40075

4.5 85 Box of 10 31-009 BF-45085

4.5 150 Box of 10 31-109 BF-45150

5.0 85 Box of 10 31-010 BF-50085

5.0 150 Box of 10 31-110 BF-50150

5.5 85 Box of 10 31-011 BF-55085

5.5 150 Box of 10 31-111 BF-55150

6.0 100 Box of 10 31-012 BF-60100

6.0 150 Box of 10 31-112 BF-60150

6.0 200 Box of 10 31-212 BF-60200

6.5 100 Box of 10 31-013 BF-65100

6.5 150 Box of 10 31-113 BF-65150

7.0 100 Box of 10 31-014 BF-70100

7.0 150 Box of 10 31-114 BF-70150

8.0 120 Box of 10 31-016 BF-80120

8.0 150 Box of 10 31-116 BF-80150

8.0 200 Box of 10 31-216 BF-08200

10.0 120 Box of 10 31-020 BF-100120

10.0 150 Box of 10 31-120 BF-100150

10.0 200 Box of 10 31-220 BF-10200

10.0 400 Single 31-420 BF-10400-1W

12.0 150 Box of 10 31-124 BF-12151

12.0 200 Box of 10 31-224 BF-12200

12.0 400 Single 31-424 BF-12400-1W

13.0 150 Box of 10 31-126 BF-13150

14.0 150 Single 31-128 BF-14150-S

14.0 400 Single 31-426 BF-14400-1W

16.0 150 Single 31-132 BF-16150-01

16.0 400 Single 31-432 BF-16400-1W

20.0 150 Single 31-140 BF-20150-01

20.0 400 Single 31-440 BF-20400-1W

22.0 400 Single 31-444 BF-22400-1W

25.0 400 Single 31-450 BF-25400-1W

Blue Flash™


NOTES


The Technical Department off ers a variety of

services to specifi ers, distributors and users of

Rawl Fixings products.

Technical Advice

Fixing specialists will off er immediate advice and

recommendations over the telephone.

Field EngineersAre available to off er fi xing advice at your offi ce or on site.

Site TestingRawl Fixings engineers will conduct site testing to ensure

the appropriate fi xing is specifi ed and used. A detailed

report is provided with recommendations.

Technical (CPD) SeminarsWe will be pleased to provide technical seminars to ensure

personnel involved in the specifi cation and selection of

structural anchors are up-to-date with developments and

standards.

If you are interested in holding one of our seminars, or if you

would simply like details of seminar options or content

please contact us

By phone - 01530 812857

By fax on - 01530 812862

By e-mail – [email protected]

Contractor TrainingRawl Fixings engineers will be pleased to carry out practical

training for contractors to ensure anchors are installed

correctly.

Technical Calculation Software

l An innovative calculation CD ROM from Rawl Fixings.

l Allows calculations and product selections to be made

in concrete.

l Includes both mechanical and chemical anchor

solutions.

l For your free CD, please e-mail Rawl Fixings

at [email protected]

To ensure that we continue to meet the future requirements of the industry, Rawlplug

has a policy of continuous product development supported by extensive design and

test centre facilities. Rawlplug therefore reserves the right to modify product designs

without prior notice. Rawlplug also reserves the right to modify information contained

within this guide without notifying existing holders of the document. While this

document gives guidance relating to the use and nature of the products and

variety of applications, the ultimate responsibility for correct selection of a product for

a specifi c application must lie with the customer. Rawlplug recommendations are

made in good faith but do not constitute a guarantee.

Specifi cation and Design Guide

Rawlplug LtdSkibo Drive

Thornliebank Industrial Estate

Glasgow G46 8JR, UK

Sales Tel: +44 (0) 141 638 2255

Sales Fax: +44 (0) 141 273 2333

Export Sales Fax: +44 (0) 141 273 2336

Technical Tel: +44 (0) 1530 812857

Technical Fax: +44 (0) 1530 812862

Email: [email protected] or [email protected]

Rawlplug Ireland LtdUnit 14, Park West Industrial

Dublin 12, Ireland

Tel: +353 (0) 1 629 8479

Fax: +353 (0) 1 623 7053

Rawl France SarlZI Mitry-Compans

BP 536

12-14 Rue Marc Seguin

77295 Mitry-Mory cedex, France

Tel: +33 1 60 21 50 20

Fax: +33 1 64 67 19 84


Rawl Scandinavia ABLysingsvägen 18

593 53 Västervik, Sweden

Tel: +46 (0) 490 30660

Fax: +46 (0) 490 30670

Koelner-Rawlplug Middle East FZEP.O. Box 261024

Jebel Ali Free Zone

Dubai

United Arab Emirates

Tel: + 971 4 8839501

Fax: + 971 4 8839502


Website: www.rawlplug.com

® Rawl and Rawlplug are registered trade marks of RAWLPLUG Ltd.

Cl/SfB Xt6

August 2007

RAWL Fixings - Specification and Design Guide

Documents

Transcript of RAWL Fixings - Specification and Design Guide