Precast Concrete Systems

A brief introduction to CFS

Quality, innovation, support

These three words are at the heart of everything CFS provides to the lift industry, and remain as true today as when the business was first founded back in 2000 by Tim Chart.

The goal of CFS is simple: provide an enhanced level of service within the existing market, while always deliver cost-effective, technically brilliant solutions that resolve any application problem. Making this goal a reality is only possible through the drive, passion and commitment of the whole CFS team, who for over a decade have held the companys philosophy true:

Analysis Discussion Action ResultQuality products you can trust

Ideally suited to concrete, steel or composite structures, the highly innovative CFS product range includes lift suspension eyes, lift frames, through bolts for guide rail fixings, plus the newly created S-Fix secure bolt fixing.

However, the company is forever pushing to develop new products to meet the needs of an ever-changing industry. Product quality is also key to CFS continued success, which is why the company is proud to be ISO 9001 certified.

Testing and technical support

CFS is a member of the LEEA Association (Lifting Equipment Engineers Association) and fully understands the importance of on-site testing for both safety reasons and for peace of mind.

CFS can also provide rapid technical backup for the many products provided, while full AutoCAD drawing services are available. Furthermore, CFS has the services of qualified engineers to assist with all projects and carries professional indemnity.

Recent CFS projects include: Central St. Giles / The Cube, Birmingham / Stratford Olympic Village / UCLH Hospital.

www.cfsfixings.comwww.cfsfixings.com 0-1

Contents

1 Lifting Systems Design Criteria

2 Lifting Sockets

3 Fixing Sockets

4 Spherical Head Anchors

5 Quick Lift Anchors

6 Cast-in Lifting Loops

7 Double Wall Lifting Anchors

8 Reinforcement Continuity Systems

9 Cast-in Channels

10 Precast Panel Support and Restraint Systems

11 MOSO Precast Panel Suspension System

12 Precast Wall Connection Wire Rope Boxes

13 CVS Staircase Connectors

14 Precast Column and Wall Shoes, and Other Connection Systems

15 Thermokorb Balcony Connector System

16 Well Void Tube

17 Recostal Permanent Formwork for Construction Joints

18 Magnetic Formwork Systems


Quality and CE CertificationLifting ComponentsMachinery Directive 2006/42/EC

Lifting anchors, loops, eyes and chains are all covered by the European Machinery Directive as they are lifting accessories and an integral part of the load.

The requirements have been implemented in the UK by the Supply of Machinery (Safety) Regulations 2008, as amended by the Supply of Machinery (Safety) (Amendment) Regulations 2011.

The CE marking on our lifting products shows that the item complies with the Machinery Directive and that they are safe to use. This same requirement has now been implemented as national law in all countries in the European Economic Area and in Switzerland.

The Machinery Directive outlines the process for designing and marking the steel. Manufacturing is in accordance with BS EN 1090. The Machinery Directive does not make any consideration of the failure of concrete and there is no UK or European Harmonised Standard for considering the failure of lifting inserts.

The best practice guidance in the industry currently is the Association of German Engineers (VDI) Guidance Document for Lifting Insert Systems VDI/BV-BS-6205 April 2012

This has not yet been adopted as a national or European Standard, however CFS products follow this guidance to ensure our sockets provide our customers with the highest quality standards available on the market. In addition to this, we believe the technical support we can provide is amongst the most comprehensive and responsive in the market.

Fixing ComponentsConstruction Products Regulation (CPR) 305/211/EC

Fixing Sockets are covered by the Construction Products Regulation (CPR) as they are structural steel construction components for the permanent works (ie not used temporarily for construction purposes).

The CE marking on our fixing products shows that the item complies with the Construction Products Regulation and that they are safe to use. The Construction Products Regulation outlines the process for designing and marking the steel. Manufacturing is in accordance with BS EN 1090.

Harmonised European Standards

Most of our fixing products do not come under a harmonised European standard. Alternatively the production standard EN 1090 is used. In addition, if required for safety-critical applications perhaps for example in the rail and nuclear sectors, we have some products have enhanced approval via European Technical Approval.

This provides the highest possible product certification, please contact CFS for advice if this is a requirement for your application. All our sockets are designed in accordance with best practice, providing our customers with the highest quality standards available on the market.

Machinery Directive

2006/42/EC

Association of German Engineers Guidance

VDI/BV-BS-6205

Best Practice


The CE ProcessOur CE certified products follows a best-in-class process to provide safe products. Our high quality products are coupled with complete and well considered technical information and support to ensure that the right lifting and fixing attachments and accessories are used in the right situation.

Initial Type Testing - Steel and Concrete

Determination of load capacity

Verified by Independent Technical Bodies

Manufacturing under Certified Factory Production Control (FPC) - EN 1090

Manufacturing using Certified Raw Materials based on European Standards

Fixing and Lifting Instructions

Product Marking

Declaration of Conformity

Factory Production Control Certificate

The following is evidence of or socket manufacturer, Friedrich Schroeder GmbH & Cos conformity to EN 1090. We can provide certificates for each of our manufacturers evidencing that our products meet BS EN 1090.


How do you know if the CE mark is genuine?

Unfortunately even where products are marked with a CE marking, further checks should be carried out as it may not be genuine. There is a similar CE mark that denotes China Export for example, which will provide you with none of the assurance of safety that a genuine European CE mark provides.Products should be provided with a CE mark which refers back to a Declaration of Performance from the manufacturer and to a Factory Production Control (FPC) certificate and a welding certificate from approved bodies. Please also check that the Execution Class is adequate for your application.

Product Marking

Product marking is required by the Machinery Directive and the Construction Products Regulation. This is stamped onto our products unless the product is too small, when it is provided as a certificate or tag.

It is difficult in the case of lifting equipment such as this as the loading that the product can take is dependent also on the element it is cast into.

Old marking used load steps where the same diameter of socket had the same load step, independent of type. The new load class is now a category symbol and does not include kg or t and is the same figure as the old load step. Users should use the load tables published in this catalogue and the safe lifting load may be greater or less than the load step value.

M20 Socket with load class 2.0

Declaration of Conformity

This is a formal declaration by our manufacturers that the products meet all relevant requirements of all product safety directives applicable. It is a sign that a product has been designed and constructed for compliance with relevant essential requirements, and has been through the appropriate conformity assessment processes. Declarations of Conformity are available for all our products where CE markings apply.

What are your responsibilities?

The CE mark is a passport that allows accurate description of a products properties. It does not cover its fitness for purpose in a particular application. The designer of the element is responsible for considering all relevant load conditions.

This information must be passed onto the person responsible for the unit. Contractors and precasters must only use CE certified products and should ensure that they have copies of the Declarations of Conformity. The precaster has to pass on all necessary information in a written installation instruction to the contractor on site


Lifting Systems Design Criteria


LIFTING

SYSTEMS D

ESIGN

CRITERIA

10

ContentsLifting Systems Design Criteria 1-3

Applied Load on Each Anchor 1-5


Lifting Systems Design CriteriaWe have four main systems available for the lifting of precast concrete units. The reasons for selection may be technical, economic, or may be due to the lifting equipment already owned.

CFS can supply all the accessories you need including lifting loops, clutches and recess formers for each of these systems.

Threaded Sockets

These are usually used for light to medium-weight units. They are easy to install in the concrete element and may be recessed if required.

Wavy tail anchors are particularly easy to fix as they may require no further reinforcement. Tube and flat plate sockets are also available, which depend on separate reinforcement.

Spherical Head Anchors

These anchors may be used for any lift, up to very heavy units. They are recessed into the concrete and may require no additional reinforcement, depending on the application.

b

a c

d

Quick Lift System

This is an economic option available for lifting light to medium-weight precast concrete.

Cast-in Loops

These anchors require no further accessories as the loop is attached directly to the crane hook.

They are economic where smaller numbers are required, as you do not have to buy a lifting clutch.

They can be used for units where the area around the lifting point is not visible in their permanent condition, as the loop is cast into the top of the concrete.

51

h

d

ar

30 30

pl

h

pl

h

d1

ar

30 30

pl

h

pl

Wire Mesh U-shaped bent Wire Mesh U-shaped bent


LIFTING

SYSTEMS D

ESIGN

CRITERIA

Selection of type within an anchor system

You must consider if the anchor is to be used in the edge of walls as (1), in slabs (2) or in beams (3), and also whether the unit will need to be tilted using the anchor, or simply be used for vertical lifting.

With these factors in mind, review the different types of anchors within this catalogue to decide which is most suitable for your application. If in doubt contact us for advice.

Load Cases

You must consider the unit over its life until it reaches its permanent destination. The loadcases may have different direction of action which must be considered as the anchors have different capacities in axial, angled and shear lifting.

Axial Lift Angled Lift up to a spread of 90, or 45 from the vertical

Shear Lift

Typically there are six possible load cases that may be critical:

1. Demoulding by vertical lift from formwork at precast yard 2. Demoulding by tilting to vertical from formwork at precast yard 3. Handling vertically at precast yard 4. Tilting onto transport or storage at precast yard 5. Tilting from transport or storage on site 6. Handling vertically on site

Typically handling at the precaster is with young concrete, but in a more controlled manner. On site the concrete is more mature, but may receive rougher treatment.

(1)

(2)

(3)


Applied Load on Each AnchorThe way in which a unit is lifted influences the load that is applied to the anchors. For each load case that applies to your unit, the following factors must be considered:

Weight of the Unit, FvThis should be the unfactored weight.

Typically:

FG = V x FG = self weight [kN]

V = Volume [m]

= specific weight of the precast element [kN/m]

Typically =25 kN/m

Number of lifting points, N

Two legged slings are statically determinate. N=2

Three legged slings are statically determinate provided the anchors are not in one line. N=3

Four legged slings are statically indeterminate. It must be assumed that only two anchors are holding the load at any one time. N=2

A spreader beam of tri-plate can make a four legged sling statically determinate. N=4

The use of two anchors is usual for beams and upright panels, and four anchors installed symmetrically to the load centre is recommended for horizontal slabs.

Position of the Anchors

If the anchors cannot be placed symmetrically to the centre of gravity, the load on the anchors must to be calculated according to simple static analysis.


LIFTING

SYSTEMS D

ESIGN

CRITERIA

Chain Angles

If no spreader beam is used, the spread angle a depends on the length of the suspending cable.

The spread angle, depends on the arrangement and length of the suspending cables.

The resulting horizontal component increases the tensile force on the anchor.

Spread Angle Spread Coefficient

z

0 0 1

15 7.5 1.01

30 15 1.04

45 22.5 1.08

60 30 1.16

75 37.5 1.26

90 45 1.41

Dynamic Factors

The dynamic process of lifting a unit adds load to the anchors. The magnitude of this dynamic effect is determined by the choice of lifting equipment, the length and type of cable or chain, and the hoisting speed.

Cables made of steel or synthetic fibre have a damping effect that increases with cable length. The table below provides typical values that you can use. If you are unsure as to which factor to apply please consult CFS.

Lifting Equipment Typical Dynamic Impact Factor,

Stationary Crane, Mobile Crane, Rail-Mounted Crane 1.3

Lifting and transporting on even ground 2.5

Lifting and transporting on uneven ground 4


Demoulding Adhesion to Formwork

Adhesion forces between the formwork and the concrete vary according to the type of formwork used.

The following may be taken as guide:

Formwork Type Adhesion coefficient, qadh (kN/m2)

Oiled steel formwork 1

Varnished timber formwork 2

Rough formwork 3

Fadh = qadh x A Fadh = Adhesion Force [kN]

qadh = Adhesion forces [kN/m2]

A = Surface area in contact with the formwork prior to lifting [m2]

Ribbed and waffle panels cause more adhesion. Please contact CFS for advice if required.


LIFTING

SYSTEMS D

ESIGN

CRITERIA

Calculation of the Action for Each Load Case

Demoulding Vertically (Loadcase 1) Axial or Angled Lift

E1=(FG + Fadh) x z E = Action (kN)

N FG = Weight of Unit (kN)

Fadh = Adhesion Force (kN)

z = Spread Coefficient

N = Number of Lifting Points

Demoulding by Tilting (Loadcase 2) Shear Lift

E2=(FG + Fadh) x z E = Action (kN)

2N FG = Weight of Unit (kN)

Fadh = Adhesion Force (kN)



In this situation half the weight is resting on the formwork.

Handling Vertically (Loadcases 3 and 6) Axial or Angled Lift

E3 or E6 = FG x x z E = Action (kN)

N FG = Weight of Unit (kN)

= Dynamic Impact Factor



Tilting (Loadcases 4 and 5) Shear Lift

E4 or E5 = FG x x z E = Action (kN)

2N FG = Weight of Unit (kN)

= Dynamic Impact Factor



In this situation half the weight is resting on the formwork.

Capacity of anchors

The capacity of each anchor (R) is determined by several factors. These include concrete strength, anchor distance to edges and available reinforcement.

The capacities under commonly occurring situations are found in the tables, found in each section of this catalogue.

For panels that are to be tilted from the horizontal to the vertical additional reinforcement must be applied to the anchor to achieve the capacities quoted. The tables provided within this catalogue provide the capacity, or load resistance of each anchor in most conditions encountered.

If you have a situation outside the conditions in this catalogue, please contact CFS with a drawing and description of your circumstances and we will provide advice.

For each load case, ensure that R E R = Capacity (kN)

E = Action (kN)


Lifting Sockets


LIFTING

SOC

KETS

10

ContentsSocket Systems 2-3

Tube Cross-Hole Sockets 2-4

Solid Cross-Hole Sockets 2-5

Economy Cross-Hole Sockets 2-6

Lifting Capacities for Cross-Hole Sockets 2-7

Anchorage Reinforcement for Cross-Hole Sockets 2-8

Angled Pull Reinforcement for Cross-Hole Sockets 2-9

Shear Reinforcement for Cross-Hole Socket Anchors 2-10

Wavy Tail Socket Anchors 2-11

Lifting Capacities for Wavy Tail Socket Anchors 2-12

Angled Pull Reinforcement for Wavy Tail Socket Anchors 2-14

Shear Reinforcement for Wavy Tail Socket Anchors 2-15

Flat Steel Socket Anchors 2-16

Lifting Capacities for Flat Steel Socket Anchors 2-17

Anchorage Reinforcement for Flat Steel Socket Anchors 2-18

Angled Pull Reinforcement for Flat Steel Socket Anchors 2-19

Crown Foot Socket Anchors 2-20

Lifting Capacities for Crown Foot Socket Anchors 2-21

Anchor Reinforcement for Crown Foot Socket Anchors 2-22

Shear Reinforcement for Crown Foot Anchors 2-23

Crosspin Socket Anchors 2-24

Lifting Capacities for Crosspin Socket Anchors 2-25

Shear Reinforcement for Crosspin Socket Anchors 2-26

Lifting Loops 2-27

Rotating Eyes 2-28

Identification 2-29

Retro Eye 2-30

Accessories 2-31

Accessories 2-32


Socket Systems

Cross Hole Sockets

Flat Plate Socket Anchors

Tube Sockets Solid Sockets Economy Sockets

Crown Foot Socket Anchors Solid Crosspin Sockets

Wavy Tail Anchors

Short Long


LIFTING

SOC

KETS

Tube Cross-Hole Sockets Electroplated or stainless steel

Precision steel tube (S355)

Rd thread

The socket is anchored into the concrete unit using a reinforcement bar threaded through the cross-hole.

A pressed-plastic stopper prevents the penetration of the concrete from below into the thread.

Sockets can be used in a wide range of applications due to the flexible way in which the reinforcement can be applied; pipes, walls, slabs

d

L

eg

Essential Steps:

Check Lifting Load Capacity Table page 2-7

Axial Pull Include Anchorage Reinforcement page 2-8

Angled Pull Include Anchorage Reinforcement page 2-8 and Angled Reinforcement page 2-10

Shear Pull include Anchorage Reinforcement page 2-8 and Shear Reinforcement page 2-9

Part No Zinc Plated

Part No Stainless Steel

Load Group Dimensions of socket

d L g e

mm

CFS-LS-12 CFS-LSS-12 0.5 Rd 12 40 22 8

CFS-LS-16 CFS-LSS-16 1.2 Rd 16 54 27 13

CFS-LS-20 CFS-LSS-20 2 Rd 20 69 35 15

CFS-LS-24 CFS-LSS-24 2.5 Rd 24 78 43 18

CFS-LS-30 CFS-LSS-30 4 Rd 30 103 56 22

CFS-LS-36 CFS-LSS-36 6.3 Rd 36 125 68 27

CFS-LS-42 CFS-LSS-42 8 Rd 42 145 80 32

CFS-LS-52 CFS-LSS-52 12.5 Rd 52 195 97 40


Solid Cross-Hole Sockets Precision Electroplated or Stainless Steel Solid Rod

M thread


This socket provides the highest corrosion resistance as there is protection by solid stainless steel


These sockets may also be used as fixing sockets

L

eg

d

Essential Steps:

Lifting Check Lifting Load Capacity Table page 2-7

Fixing Check Fixing Load Capacity Table page 3-4




Part No Zinc Plated


Load Group Dimensions of socket Outside Diameter

d L g e d

mm

CFS-LSRH-10 CFS-LSRHS-10 0.4 M 10 50 21 9 16



CFS-LSRH-20 CFS-LSRHS-20 2 M 20 75 33 16 27


CFS-LSRH-30 CFS-LSRHS-30 4 M 30 125 54 22 40


LIFTING

SOC

KETS

Economy Cross-Hole Sockets An economical range of flat end lifting sockets

Zinc plated or Stainless Steel

M thread



Essential Steps:

Check Lifting Load Capacity Table page 2-7




ge

L

d

Part No. Zinc Plated

Part No. Stainless Steel


d L g e

mm

CFS-LSE-12 CFS-LSES-12 0.5 M 12 60 25 10.3

CFS-LSE-16 CFS-LSES-16 1.2 M 16 79 27 13.3

CFS-LSE-20 CFS-LSES-20 2 M 20 99 37 15.3

CFS-LSE-24 CFS-LSES-24 2.5 M24 112 43 17.3


Lifting Capacities for Cross-Hole SocketsPart No Load Group Typical Installation Conditions Axial Load Shear Load

Edge Distance Element thickness

Fv FQ

Ccr hcr Min Concrete Strength (N/mm2)

15 25 15 25

mm kN

CFS-LS*-10 0.4 140 80 8 9 3.7 4.8

CFS-LS*-12 0.5 140 80 11 12 4.1 5.3

CFS-LS*-16 1.2 180 100 17 18 6.2 8

CFS-LS*-20 2 250 120 30 36 12 15.6

CFS-LS*-24 2.5 300 120 37 40 12.8 16.6

CFS-LS*-30 4 350 160 48 52 20.8 26.8

CFS-LS*-36 6.3 400 160 63 76 20.8 26.8

CFS-LS*-42 8 500 200 80 102 20.8 26.8

CFS-LS*-52 12.5 600 200 125 140 35 45

LS* - LS, LSRH or LSE

These tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.

These tables show a typical situation and you should check your situation is within these parameters. If your situation falls out of these parameters, please contact CFS for bespoke advice and calculations.

Where two or more sockets are in use, they should be spaced at a minimum of 2xCcr apart.

Minimum reinforcement of two layers of 131mm2/m mesh.




hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQhcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ


LIFTING

SOC

KETSG

D min

d s

Anchorage Reinforcement for Cross-Hole SocketsCross-hole sockets must be used with anchorage reinforcement.

The legs of the reinforcement should be vertical as shown here, or may be angled up to 60 from the vertical depending on the application.

Part No Load Group Reinforcement B500B (min)

ds G Dminmm

CFS-LS*-10 0.4 6 250 60

CFS-LS*-12 0.5 6 300 60

CFS-LS*-16 1.2 12 350 70

CFS-LS*-20 2 12 400 80

CFS-LS*-24 2.5 16 500 116

CFS-LS*-30 4 16 600 135

CFS-LS*-36 6.3 20 600 150

CFS-LS*-42 8 25 650 200

CFS-LS*-52 12.5 32 900 300


Angled Pull Reinforcement for Cross-Hole Sockets Where the lifting chains are angled greater than 15 from the vertical, the additional reinforcement must be used and placed on the opposite side of the socket, opposing the pull force. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows.

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ


ds L Dminmm

CFS-LS*-10 0.4 8 130 32

CFS-LS*-12 0.5 8 130 32

CFS-LS*-16 1.2 8 170 32

CFS-LS*-20 2 10 220 40

CFS-LS*-24 2.5 10 240 40

CFS-LS*-30 4 16 265 56

CFS-LS*-36 6.3 16 285 56

CFS-LS*-42 8 20 350 140

CFS-LS*-52 12.5 20 370 140



LIFTING

SOC

KETS

Shear Reinforcement for Cross-Hole Socket AnchorsWhere the unit is being tilted, or the lift is in the edge of the element resulting in a shear pull on the socket, the reinforcement shown here must be used. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows.

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ



ds L1 Dminmm

CFS-LS*-10 0.4 8 95 24

CFS-LS*-12 0.5 8 95 24

CFS-LS*-16 1.2 8 130 32

CFS-LS*-20 2 10 170 40

CFS-LS*-24 2.5 10 185 48

CFS-LS*-30 4 16 195 48

CFS-LS*-36 6.3 16 200 64

CFS-LS*-42 8 16 215 64

CFS-LS*-52 12.5 20 220 140


Wavy Tail Socket Anchors Zinc plated or Stainless Steel

Rd thread

The socket is anchored into the concrete unit using its integral reinforcement bar. No need for anchorage reinforcement

Quick and easy to fix into unit

Wavy Tail Short Anchors are typically used in beams

Wavy Tail Long Anchors are typically used in panels and walls

Essential Steps:

Lifting Check Lifting Load Capacity Table page 2-12 and 2-13

Angled Pull Include Angled Reinforcement page 2-14

Shear Pull include Shear Reinforcement page 2-15

Part No Zinc Plated



d L ds g

mm

Wavy Tail Short Types

CFS-WAS-12-108 CFS-WASS-12-108 0.5 Rd 12 108 8 22


CFS-WAS-20-187 CFS-WASS-20-187 2 Rd 20 187 16 35





Wavy Tail Long Types

CFS-WAL-12-137 CFS-WALS-12-137 0.5 Rd 12 137 8 22


CFS-WAL-20-257 CFS-WALS-20-257 2 Rd 20 257 16 35






Transportankermit verpresstem Betonstahllange Ausfhrung mit Welle

Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany Tel. +49(0)23 94 / 9180-0 Fax +49(0)23 94 / 9180-88

[email protected] www.schroeder-neuenrade.de4/20

09/W

W

Sonderanfertigungen auf Anfrage

Abmessungen ca. [mm]

d ds g

M + Rd 12 8 25M + Rd 14 10 25

M + Rd 16 12 28M + Rd 18 14 36

M + Rd 20 14 36M + Rd 24 16 48

M + Rd 30 20 56M + Rd 36 25 71

M + Rd 42 28 80M + Rd 52 32 100

Die Lasttabellen sind auf zwei Beton-Wrfeldruckfestigkeiten aufgebaut:15 N/mm2 und 25 N/mm2.

Alle Lasten sind an Staatl. Material-prfungsmtern in entsprechenden Ver-suchen ermittelt worden, und es sind dieSicherheiten garantiert, die durch dieSicherheitsregeln fr Transportankerund -systeme von Betonfertigteilen derBerufsgenossenschaften gefordert sind.

Die Gewindeteile sind galvanisch mit 46 m Auflage verzinkt.

Sie knnen auch in rostfrei oder mechanisch verzinkt geliefert werden.

g

L

sd

d

In den Schroeder-Tabellen ist dieLaststufe eine in der Praxis blicheBelastungsangabe fr Transportankerund -systeme, die pro Gewinde fr alleArtikelgruppen gleich ist.

Tragfhigkeit ist die Hchstbelastungnach den Sicherheitsregeln frTransportanker und -systeme von Beton-fertigteilen, wobei alle Sicherheits-faktoren fr Seilbruch (4), Stahl- undBetonbruch (3) enthalten sind.

Liste

31lang

Last- Metrisches Gewinde Rundgewinde mit ca. stufen metrischer Steigung Gewicht

je100 Stck

d x L d x L[kg] [mm] Bestell-Nr. [mm] Bestell-Nr. [kg]

500 M 12 x 300 k3112lm Rd 12 x 300 k3112lr 14,60800 M 14 x 310 k3114lm Rd 14 x 310 k3114lr 22,60

1200 M 16 x 320 k3116lm Rd 16 x 320 k3116lr 34,801600 Rd 18 x 360 k3118lr 50,90




Diese Produktgruppe gibt es auch als GS-geprfte Anker.

Fordern Sie die Einbau- undVerwendungsanleitung dafr an.

GS 01026

Prfbescheinigu

ng

Transportankermit verpresstem Betonstahllange Ausfhrung mit Welle



09/W

W


Abmessungen ca. [mm]

d ds g

M + Rd 12 8 25M + Rd 14 10 25

M + Rd 16 12 28M + Rd 18 14 36

M + Rd 20 14 36M + Rd 24 16 48

M + Rd 30 20 56M + Rd 36 25 71

M + Rd 42 28 80M + Rd 52 32 100

Die Lasttabellen sind auf zwei Beton-Wrfeldruckfestigkeiten aufgebaut:15 N/mm2 und 25 N/mm2.

Alle Lasten sind an Staatl. Material-prfungsmtern in entsprechenden Ver-suchen ermittelt worden, und es sind dieSicherheiten garantiert, die durch dieSicherheitsregeln fr Transportankerund -systeme von Betonfertigteilen derBerufsgenossenschaften gefordert sind.

Die Gewindeteile sind galvanisch mit 46 m Auflage verzinkt.

Sie knnen auch in rostfrei oder mechanisch verzinkt geliefert werden.

g

L

sd

d

In den Schroeder-Tabellen ist dieLaststufe eine in der Praxis blicheBelastungsangabe fr Transportankerund -systeme, die pro Gewinde fr alleArtikelgruppen gleich ist.

Tragfhigkeit ist die Hchstbelastungnach den Sicherheitsregeln frTransportanker und -systeme von Beton-fertigteilen, wobei alle Sicherheits-faktoren fr Seilbruch (4), Stahl- undBetonbruch (3) enthalten sind.

Liste

31lang

Last- Metrisches Gewinde Rundgewinde mit ca. stufen metrischer Steigung Gewicht

je100 Stck

d x L d x L[kg] [mm] Bestell-Nr. [mm] Bestell-Nr. [kg]


1200 M 16 x 320 k3116lm Rd 16 x 320 k3116lr 34,801600 Rd 18 x 360 k3118lr 50,90




Diese Produktgruppe gibt es auch als GS-geprfte Anker.

Fordern Sie die Einbau- undVerwendungsanleitung dafr an.

GS 01026

Prfbescheinigu

ng

43

Transportanker aus Edelstahl-VollmaterialGewindehlsen aus Edelstahl reibver-schweit an einem Verankerungsstab aus BSt 500 S - die technisch anspruchsvolle Lsung von Schroeder - Neuenrade.

kein Schwarzmaterial am Hlsenboden keine weiteren Korrosionsschutz- manahmen erforderlich Reibschweitechnik bewhrt als Verbindungstechnik im Ingenieurbau mit metrischem Gewinde ein echter Edelstahlanker

verpresste Variante als preisgnstige Alternative lieferbar

Die Lasttabellen sind auf zwei Beton-wrfeldruckfestigkeiten aufgebaut:


LIFTING

SOC

KETS

Lifting Capacities for Wavy Tail Socket AnchorsThese tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.

These tables show a typical situation and you should check your situation is within these parameters. If your situation falls out of these parameters, please contact CFS for bespoke advice and calculations. The capacities are the same for both electroplated and stainless steel anchors.

Where two or more sockets are in use, they should be spaced at a minimum of 2xCcr apart. Minimum reinforcement of two layers of 131mm2/m mesh.

Part No Load Group

Typical Installation Conditions

Axial Load Angled Load Shear Load

Edge Distance

Element thickness

Min Concrete Strength (N/mm2)

Ccr hcr 15 25 15 25 15 25

mm kN

Wavy Tail Short Types

CFS-WAS-12-108 0.5 95 140 5 7 5 7 4.3 5.6

CFS-WAS-16-167 1.2 135 195 14.4 18.5 12 15.5 13.4 14

CFS-WAS-20-187 2 170 215 20 26 20 26 15.8 20.3

CFS-WAS-24-240 2.5 220 270 27.6 36 25 32.2 18 23.2

CFS-WAS-30-300 4 275 330 40 50.4 40 50.4 35.7 46.1

CFS-WAS-36-380 6.3 300 415 63 81.3 63 81.3 35.7 46.1

CFS-WAS-42-450 8 400 480 80 103.3 80 103.3 45 58.1

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

Axial Pull Angled Pull Angled Reinforcement page 2-14

Shear Pull Shear Reinforcement page 2-15

Wavy Tail Short Types Table

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr


Part No Load Group

Typical Installation Conditions

Axial Load Angled Load Shear Load

Edge Distance

Element thickness


Ccr hcr 15 25 15 25 15 25

mm kN

Wavy Tail Long Types

CFS-WAL-12-137 0.5 150 60 5 7 5 7 2.5 2.6

80 6.7 8.6 6.7 9.3 2.7 3.5

100 8.3 10.9 8.3 10.9 3.3 4.3

130 10.9 10.9 10.9 10.9 4.3 5.6

CFS-WAL-16-216 1.2 200 80 14.4 18.5 12 15.5 7.4 9.6

100 18 23.2 15 19.4 8 10.3

120 21.6 25.4 18 23.2 11.1 14

145 25.4 25.4 21.8 25.4 13.4 14

CFS-WAL-20-257 2 250 100 20 26 20 25.8 9 11.5

120 24 30.9 24 30.9 11.6 13.9

140 28 34.1 28 34.1 12.6 16.3

175 34.1 34.1 34.1 34.1 15.8 20.3

CFS-WAL-24-360 2.5 300 100 27.6 35.6 25 32.2 9 11.6

120 33.1 42.7 27 34.9 10.8 13.9

140 38.6 45.7 31.6 37.6 12.6 16.2

200 45.7 45.7 45.7 45.7 18 23.2

CFS-WAL-30-450 4 350 120 34.2 44.2 34.2 44.2 17.1 22.1

140 40 51.6 40 51.6 20 25.8

160 45.6 58.9 45.6 58.9 22.8 29.4

250 69.1 69.1 69.1 69.1 35.7 46.1

CFS-WAL-36-570 6.3 500 140 55.9 72.2 55.1 71.1 18.8 24.2

160 63.9 82.6 63 81.3 21.5 27.8

180 71.9 92.8 70.8 91.5 25.6 33.1

220 100.4 113 86.6 111 .8 31.5 40.6

250 113 113 98.4 113 35.7 45.1

CFS-WAL-42-620 8 500 160 86.8 112 80 103.3 22.4 29

180 97.6 126 90 116.2 25.2 35.5

200 108.5 138.5 100 129 28 36.1

240 130.2 138.5 106.7 137.7 40 51.6

300 138.5 138.5 133.3 138.5 45 58.1

CFS-WAL-52-880 12.5 600 200 146.6 180 125 161.4 38 49

240 175.2 180 150 180 45.6 58.8

280 180 180 175 180 62.5 62.5

300 180 180 180 180 62.5 62.5

Where two or more sockets are in use, they should be spaced at a minimum of 2xCcr apart. Minimum reinforcement of two layers of 131mm2/m mesh.

Wavy Tail Long Types Table

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

Axial Pull Angled Pull Angled Reinforcement page 2-14

Shear Pull Shear Reinforcement page 2-15

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr


LIFTING

SOC

KETS

WA* - WAL or WAS

Angled Pull Reinforcement for Wavy Tail Socket AnchorsWhere the lifting chains are angled greater than 15 from the vertical, the additional reinforcement must be used and placed on the opposite side of the socket, opposing the pull force. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows.


ds L Dminmm

CFS-WA*-12 0.5 8 130 32

CFS-WA*-16 1.2 8 170 32

CFS-WA*-20 2 10 220 40

CFS-WA*-24 2.5 10 240 40

CFS-WA*-30 4 16 265 56

CFS-WA*-36 6.3 16 285 56

CFS-WA*-42 8 20 350 140

CFS-WA*-52 12.5 20 370 140

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr


Shear Reinforcement for Wavy Tail Socket Anchors Where the unit is being tilted, or the lift is in the edge of the element resulting in a shear pull on the socket, the reinforcement shown here must be used. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows.


ds L1 Dminmm

CFS-WA*-12 0.5 8 95 24

CFS-WA*-16 1.2 8 130 32

CFS-WA*-20 2 10 170 40

CFS-WA*-24 2.5 10 185 48

CFS-WA*-30 4 16 195 48

CFS-WA*-36 6.3 16 200 64

CFS-WA*-42 8 16 215 64

CFS-WA*-52 12.5 20 220 140

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

WA* - WAL or WAS


LIFTING

SOC

KETS

Flat Steel Socket Anchors Zinc plated or Stainless Steel

Rd thread

The flattest profile lifting socket available

The socket is anchored into the concrete unit using reinforcement over its flat plate.

Sockets are typically used in slabs

Essential Steps:


Axial Pull - include Anchorage Reinforcement page 2-18

Angled Pull - include Anchorage Reinforcement page 2-18 and Angled Reinforcement page 2-19

Shear Pull - include Anchorage Reinforcement page 2-18 and Angled Reinforcement page 2-20

Part No Load Group Dimensions of socket

d h e a b t

mm

CFS-FA-12 0.5 Rd 12 30 22 35 25 3

CFS-FA-16 1.2 Rd 16 35 27 50 35 3

CFS-FA-20 2 Rd 20 47 35 60 60 5

CFS-FA-24 2.5 Rd 24 54 43 80 60 5

CFS-FA-30 4 Rd 30 72 56 100 80 6

CFS-FA-36 6.3 Rd 36 84 68 130 100 6

CFS-FA-42 8 Rd 42 100 80 130 130 8

CFS-FA-52 12.5 Rd 52 120 100 150 130 8

L3

L2

150

aA

ar

ar

L

H

D

L1

H


Lifting Capacities for Flat Steel Socket AnchorsThese tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.



Include minimum slab reinforcement in slab as shown in the table on page 2-18




Part No Load Group Edge Distance Element Thickness Axial or Angled Load 45


Ccr hcr 15 25

mm mm kN

CFS-FA-12 0.5 180 80 5 6.5

CFS-FA-16 1.2 250 90 12 15.5

CFS-FA-20 2 300 110 20 25.8

CFS-FA-24 2.5 400 125 25 32.3

CFS-FA-30 4 500 150 40 51.6

CFS-FA-36 6.3 650 165 63 81.3

CFS-FA-42 8 650 180 80 103.3

CFS-FA-52 12.5 750 215 125 161.4


LIFTING

SOC

KETS

Anchorage Reinforcement for Flat Steel Socket AnchorsIf you have used the capacities described as with anchorage reinforcement then the following reinforcement must be included in the element you are lifting. Please ensure that the reinforcement touches the end plate of the socket.

Part No Reinforcement B500B (min) for Axial Load Min Slab Reinforcement

n x ds Ls L0 Lges B500M

mm

CFS-FA-12 2 x 6 60 60 250 Q188A

CFS-FA-16 2 x 8 70 90 420 Q188A

CFS-FA-20 4 x 10 80 90 640 Q188A

CFS-FA-24 4 x 10 100 90 640 Q188A

CFS-FA-30 4 x 12 110 110 830 Q257A

CFS-FA-36 4 x 16 120 140 1140 Q335A

CFS-FA-42 4 x 16 120 140 1250 Q424A

CFS-FA-52 4 x 20 150 160 1530 Q524A


Angled Pull Reinforcement for Flat Steel Socket AnchorsWhere the lifting chains are angled greater than 15 from the vertical, the additional reinforcement must be used and placed on the opposite side of the socket, opposing the pull force. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows.


ds L Dminmm

CFS-FA-12 0.5 8 130 32

CFS-FA-16 1.2 8 170 32

CFS-FA-20 2 10 220 40

CFS-FA-24 2.5 10 240 40

CFS-FA-30 4 16 265 56

CFS-FA-36 6.3 16 285 56

CFS-FA-42 8 20 350 140

CFS-FA-52 12.5 20 370 140

15

dmin

sd

1L

dmin

sd

1L


LIFTING

SOC

KETS

Crown Foot Socket Anchors Zinc plated

Rd thread

Easy to install requiring no anchorage reinforcement

Economical solution

Sockets are typically used in light to medium weight beam applications

Essential Steps:


For most applications no additional reinforcement will be required. Enhanced capacities may be achieved by using additional reinforcement as guided by the capacity tables.


d L

mm

CFS-CRA-16-80 1.2 Rd 16 80

CFS-CRA-20-100 2 Rd 20 100

CFS-CRA-24-115 2.5 Rd 24 115

CFS-CRA-30-120 4 Rd 30 120

CFS-CRA-30-150 4 Rd 30 150

M

e

D1

Lift


Lifting Capacities for Crown Foot Socket AnchorsThese tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.


Where there is axial load and shear load at the same time, please ensure that the each of the axial and shear components are less than the capacities and also that:

Axial Component+

Shear Component 1.2

Axial Capacity Shear Capacity

Where two or more sockets are in use, they should be spaced at a minimum of 2xC apart.

Crown Foot Axial Reinforcement See page 2-23

Crown Foot Shear Reinforcement include hear Reinforcement page 2-24

Part No Load Group

Typical Installation Conditions Axial Load Shear Load

without rebar with rebar without rebar with rebar

Edge Distance

Element thickness


C1, C2, C3, C4

d 15 25 15 25 15 25 15 25

mm kN

CFS-CRA-16-80 1.2 110 110 8.2 11.9 5.2 6.8 13.1 14.4

CFS-CRA-20-100 2 140 130 12.9 16.7 14.1 22.5 7.5 9.7 14.4 14.4

CFS-CRA-24-115 2.5 160 150 16.2 20.9 18.8 31.3 9.5 12.3 17.2 20.7

CFS-CRA-30-120 4 170 150 17.3 22.3 28.4 40.8 10.5 13.6 19 20.7

CFS-CRA-30-150 4 210 180 24.3 31.4 33.4 50.2 14.3 18.5 28.7 36.9

VV

C1 C2 C3

b

C4

C2

C1

d

N


LIFTING

SOC

KETS

Anchor Reinforcement for Crown Foot Socket AnchorsWhere the values with reinforcement have been used from the load capacities table, the following reinforcement must be included.

If your element does not allow the inclusion of this reinforcement, please discuss with CFS as alternative solutions can be designed for your particular problem.

Part No Load Group n d Lb e

mm

CFS-CRA-20-100 2 4 10 120 50

CFS-CRA-24-115 2.5 4 10 140 50

CFS-CRA-30-120 4 4 12 150 50

CFS-CRA-30-150 4 4 12 180 75

shear U bar edge bars forshear loads

U bars for axial loads

0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h


Shear Reinforcement for Crown Foot AnchorsWhere the values with reinforcement have been used from the load capacities table, the following reinforcement must be included.

If your element does not allow the inclusion of this reinforcement, please discuss with CFS as alternative solutions can be designed for your particular problem.



0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h

Part No Load Group U-Bars Standard Edge Bars

d Lb d e

mm

CFS-CRA-16-80 1.2 10 200 8 100

CFS-CRA-20-100 2 10 200 10 100

CFS-CRA-24-115 2.5 12 200 10 100

CFS-CRA-30-120 4 12 220 10 100

CFS-CRA-30-150 4 16 250 10 100

U-Bar Edge Bars


LIFTING

SOC

KETS

Crosspin Socket Anchors Zinc Plated or Stainless Steel Solid Rod and Crosspin

M thread

The socket is anchored into the concrete unit using a crosspin provided through the cross-hole.

In stainless steel, this socket provides the highest corrosion resistance as there is protection by solid stainless steel

Sockets used in axially require no further reinforcement

These sockets may also be used as fixing sockets

Essential Steps:



For most applications no additional reinforcement will be required. Enhanced capacities may be achieved by using additional reinforcement as guided by the capacity tables.

Part No Zinc Plated Part No Stainless Steel Load Group Dimensions of socket

d L F

mm

CFS-LSRB-10-50 CFS-LSRBS-10-50 0.4 M10 50 50




CFS-LSRB-20-75 CFS-LSRBS-20-75 2 M20 75 90


L

d

f


Lifting Capacities for Crosspin Socket Anchors

Where there is axial load and shear load at the same time, please ensure that the each of the axial and shear components are less than the capacities and also that:

Axial Component+

Shear Component 1.2

Axial Capacity Shear Capacity

Where two or more sockets are in use, they should be spaced at a minimum of 2xC3 apart.

Crosspin Shear Reinforcement where required, please see page 2-27

These tables are for these sockets to be used as lifting devices. They should be compared the loads calculated using the method outlined in section 1 of this catalogue and include consideration of dynamic factors, formwork adhesion etc.

These tables show a typical situation and you should check your situation is within these parameters. If your situation falls out of these parameters, please contact CFS for bespoke advice and calculations. If you wish to uses these sockets for permanent fixing, please consult the table on page 3-9.

Part No Zinc Plated


Load Group

Typical Installation Conditions Axial Load Shear Load

without rebar with rebar

Edge Distance Element thickness


C1, C2 C3, C4 d 15 25 15 25 15 25

mm kN

CFS-LSRB-12-50 CFS-LSRBS-12-50 0.5 90 55 80 5 6.4 1.8 2.3 4.3 5.2

CFS-LSRB-12-75 CFS-LSRBS-12-75 0.5 125 90 100 9.4 12.2 3.7 4.8 7.5 9.2

CFS-LSRB-16-75 CFS-LSRBS-16-75 1.2 120 80 100 8.4 10.9 3.3 4.3 7.5 9.2

CFS-LSRB-20-75 CFS-LSRBS-20-75 2 120 75 100 8.3 10.7 3.1 4 7.5 9.2

CFS-LSRB-24-100 CFS-LSRBS-24-100 2.5 160 100 130 12 15.5 4.9 6.3 17.2 20.7


LIFTING

SOC

KETS

Shear Reinforcement for Crosspin Socket AnchorsWhere the values with reinforcement have been used from the load capacities table, the following reinforcement must be included. This U-Bar should be touching the socket and placed as close to the surface as concrete cover allows.

Part No Zinc Plated Part No Stainless Steel Load Group U-Bars

d Lbmm

CFS-LSRB-10-50 CFS-LSRBS-10-50 0.4 8 100




CFS-LSRB-20-75 CFS-LSRBS-20-75 2 8 130




0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h


Lifting LoopsThe CFS lifting loop is designed for use with CFS threaded socket systems. Loops are available from 12 to 52 mm sizes in both Rd & M thread types. The load capacity for each application is to be taken from the corresponding tables. The CFS loops can be subjected to a diagonal lift up to 45. If a transverse loading is to be applied, a rotating eye should be used.

Loops should be discarded immediately if a wire strand has broken. Loops carry an individual number identifiable to a certificate. The loops also have a tag indicating the load group of the loop. The tag is colour coded showing which load category threaded anchor the loop should be used with. All tags are CE marked.

M and Rd Thread Compatibility

Rd thread loops should only be used in Rd sockets. M thread loops can be used in either Rd or M thread sockets with no reduction in load capacity.

The lifting capacities of the loops exceed those of the sockets they fit, so please refer to the load capacity table for the sockets to make selections for your application.

Part No Load Group Dimensions of socket Colour Tag

d L g s

mm

CFS-LL-12 0.5 M/Rd 12 130 22 6 Orange

CFS-LL-16 1.2 M/Rd 16 170 27 8 Red

CFS-LL-20 2 M/Rd 20 210 35 10 Light Green

CFS-LL-24 2.5 M/Rd 24 260 43 12 Black

CFS-LL-30 4 M/Rd 30 340 56 16 Dark Green

CFS-LL-36 6.3 M/Rd 36 380 68 18 Blue

CFS-LL-42 8 M/Rd 42 420 80 20 Grey

CFS-LL-52 12.5 M/Rd 52 550 97 26 Yellow

Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany Fon +49(0)23 94 / 9180-0 Fax +49(0)23 94 / 9180-88


00

6/W

W

List

42Lifting Loops

Load Metric thread Round thread Dimensions Approx. Load capacitystages (Rd) [mm] weight [kg]

perpiece

d d[kg] [mm] Ref. No. [mm] Ref. No. g L s [kg] axial

500 M 12 k4212m Rd 12 k4212r 22 130 6 0.06 900

800 M 14 k4214m Rd 14 k4214r 25 150 7 0.10 1400

1200 M 16 k4216m Rd 16 k4216r 27 170 8 0.14 1700

1600 Rd 18 k4218r 34 190 9 0.20 2400

2000 M 20 k4220m Rd 20 k4220r 35 210 10 0.25 3200

2500 M 24 k4224m Rd 24 k4224r 43 260 12 0.45 3900

3000 M 27 k4227m 48 280 13 0.65 4900

4000 M 30 k4230m Rd 30 k4230r 56 340 16 1.05 5000

6300 M 36 k4236m Rd 36 k4236r 68 380 18 1.55 7900

8000 M 42 k4242m Rd 42 k4242r 80 420 20 2.25 10200

12500 M 52 k4252m Rd 52 k4252r 97 550 26 4.75 17500

The loops are suitable forinclined andtransversal pullin combinationwith differenttransportanchors.

Load stages are the same for all product groups.

Load capacity is the maximum loadthat complies with the SafetyStandards for Transport Anchorsand Transport Systems in PrecastConcrete Elements.All safety factors for the breakage of rope (4), steel and concrete (3) have been included in the calcula-tion.

WARNING

For up to 45inclined pull only

45 minimum anglefor lifting

h

le

Safeworking load

Size = Type

Flat side for tightening by hand

Max. clearance between upper

and lowerpart >S


LIFTING

SOC

KETS

Rotating EyesThe CFS Rotating Eye is used to transport precast elements with socket anchors. It is designed for inclined lifting operations up to 90 and thus is used for tilting and shear lifting operations. It is also our most durable option for lifting operations.

The rotating eye is easy to attach or remove due to the forged hexagon shaped body of the swivel. There is also a crimp on the link to prevent it from kinking. Both external and internal surfaces are protected against corrosion by a tough galvanized coating. The link can swing more than 180 and rotate 360 and it can rotate under load which also means that it is not possible to loosen the baseplate under load.

Rotating eyes carry an individual number identifiable to a certificate. The eyes have a marking indicating the load group of the loop. All eyes are CE marked.

M

e

D1

Lift


M D1 e

mm

CFS-RE-10 0.4 M10 36.5 18

CFS-RE-12 0.5 M12 36.5 18

CFS-RE-16 1.2 M16 36.5 20

CFS-RE-20 2 M20 52 30

CFS-RE-24 2.5 M24 57 30

CFS-RE-30 4 M30 70 35

CFS-RE-36 6.3 M36 81 50

CFS-RE-42 8 M42 81 60

CFS-RE-52 12.5 M52 104 60

7

AnschlagpunkteLifting Points

Erhhung der Tragfhigkeit um 25 % unter Beibehaltung der bekannten Funktionsmae des TAWGK.

Leichtere Montage / Demontage durch geschmiedeten Sechskant am Wirbelkrper.

Quetschmarken verhindern das Verklanken des Gliedes.

Korrosionsschutz durch galvanischen berzug, auch im Innenbereich.

ber 180 schwenkbar, 360 drehbar. Vierfache Sicherheit gegen Bruch in

allen Belastungsrichtungen. Unter Last drehbar.

Eindeutige Anzeige der zulssigen Neigungswinkel in Verbindung mit Anschlagketten bzw. -seilen.

Zustzliche Lagerung zum ruckfreien Drehen und Wenden auch unter Last.

Mit Hilfe der neuen Tragfhig-keitstafel knnen Sie sofort die Ablegereife ermitteln.

Eindeutige Kennzeichnung der Tragfhigkeit.

Verbesserte Auflage durch mechanisch ausgebildete Absttzflche.

Smtliche Gewindeausfhrungen auf Anfrage mglich.

45 60

Increase of working load limit by 25 % without increasing swivel size compared to TAWGK.

Easy to attach or dismantle due to the forged hexagon shaped body of the swivel. Crimpfeature on the link prevents the link from kinking.

Crimpfeature on the link prevents the link from kinking.

Both internal and external surfaces are protected against corrosion by a tough galvanized coating.

swings more than 180, rotates 360. secured four times against breakage

in all load directions. rotatable under load.

Marks on the swivel give a clear indication of inclination angles.

Additional ball bearing system allows for smooth swiveling under load.

With the new WLL tables you can measure disposal stage.

marked with the WLL.

Improved swivel to surface contact due to special machining.

All thread versions are available on request.

MORE THAN CHAIN

Die fortschrittlichste Generation der Anschlagwirbel kugelgelagertThe advanced Generation of attachment swivels ball-bearing

9


Die fortschrittlichste Generation der AnschlagwirbelThe advanced generation of attachment swivels

Anschlagart | Kind of attachment

Stck | Number of pieces 1 1 2 2 2 3 o. 4

Neigungswinkel | Inclination angle 0 90 0 90 0 45 45 60 0 45 45 60

Bezeichnung | CodeTragfhigkeit | WLL

t t t t t t t t

TP 0,7 M 10 1,0 0,5 2,0 1,0 0,7 0,5 1,0 0,75

M 12 1,4 0,7 2,8 1,4 1,0 0,7 1,4 1,0

M 14 2,0 1,0 4,0 2,0 1,4 1,0 2,12 1,5

TP 1,4 M 16 2,8 1,4 5,6 2,8 2,0 1,4 3,0 2,12

M 20 3,4 1,7 6,8 3,4 2,4 1,7 3,55 2,5

M 24 3,4 1,7 6,8 3,4 2,4 1,7 3,55 2,5

TP 2,5 M 20 5,0 2,5 10,0 5,0 3,55 2,5 5,3 3,75

TP 4 M 24 8,0 4,0 16,0 8,0 5,6 4,0 8,5 6,0

M 30 8,0 4,0 16,0 8,0 5,6 4,0 8,5 6,0

TP 6,7 M 30 12,0 6,7 24,0 13,4 9,5 6,7 14,0 10,0

TP 8 M 30 12,0 8,0 24,0 16,0 11,2 8,0 16,0 12,0

TP 10 M 36 15,0 10,0 30,0 20,0 14,0 10,0 21,2 15,0

TP 12,5 M 42 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

M 45 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

M 48 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

TP 17 M 42 20,0 13,0 40,0 26,0 18,0 13,0 27,0 19,0

M 45 25,0 17,0 50,0 34,0 23,5 17,0 35,0 25,0

M 48 25,0 17,0 50,0 34,0 23,5 17,0 35,0 25,0

M 56 25,0 18,0 50,0 36,0 25,0 18,0 37,5 26,5

TP 20 M 64 25,0 20,0 50,0 40,0 28,0 20,0 42,5 30,0

TP 28 M 64 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

M 72 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

M 80 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

TP 35 M 80 40,0 35,0 80,0 70,0 49,0 35,0 74,0 52,5

M 90 40,0 35,0 80,0 70,0 49,0 35,0 74,0 52,5

TP 40 M 80 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

M 90 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

M 100 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

Bei unsymmetrischer Lastverteilung gelten fr die 2- und 3-/ 4-strngigen Anschlagketten die Tragfhigkeiten fr 1-strngige bei 90.

In the case of an unsymmetrical load distribution, the lifting capacities applicable to the 2 and 3-/ 4-leg slings are The same as for 1-legTypes at 90.

Entsprechende Betriebs-/Montageanweisungen finden Sie im Internet auf www.jdt.de zum Download.

The corresponding operating-/assembly instructions can be found on www.jdt.de for download.

9


Die fortschrittlichste Generation der AnschlagwirbelThe advanced generation of attachment swivels

Anschlagart | Kind of attachment

Stck | Number of pieces 1 1 2 2 2 3 o. 4

Neigungswinkel | Inclination angle 0 90 0 90 0 45 45 60 0 45 45 60

Bezeichnung | CodeTragfhigkeit | WLL

t t t t t t t t

TP 0,7 M 10 1,0 0,5 2,0 1,0 0,7 0,5 1,0 0,75

M 12 1,4 0,7 2,8 1,4 1,0 0,7 1,4 1,0

M 14 2,0 1,0 4,0 2,0 1,4 1,0 2,12 1,5

TP 1,4 M 16 2,8 1,4 5,6 2,8 2,0 1,4 3,0 2,12

M 20 3,4 1,7 6,8 3,4 2,4 1,7 3,55 2,5

M 24 3,4 1,7 6,8 3,4 2,4 1,7 3,55 2,5

TP 2,5 M 20 5,0 2,5 10,0 5,0 3,55 2,5 5,3 3,75

TP 4 M 24 8,0 4,0 16,0 8,0 5,6 4,0 8,5 6,0

M 30 8,0 4,0 16,0 8,0 5,6 4,0 8,5 6,0

TP 6,7 M 30 12,0 6,7 24,0 13,4 9,5 6,7 14,0 10,0

TP 8 M 30 12,0 8,0 24,0 16,0 11,2 8,0 16,0 12,0

TP 10 M 36 15,0 10,0 30,0 20,0 14,0 10,0 21,2 15,0

TP 12,5 M 42 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

M 45 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

M 48 15,0 12,5 30,0 25,0 17,0 12,5 25,0 18,0

TP 17 M 42 20,0 13,0 40,0 26,0 18,0 13,0 27,0 19,0

M 45 25,0 17,0 50,0 34,0 23,5 17,0 35,0 25,0

M 48 25,0 17,0 50,0 34,0 23,5 17,0 35,0 25,0

M 56 25,0 18,0 50,0 36,0 25,0 18,0 37,5 26,5

TP 20 M 64 25,0 20,0 50,0 40,0 28,0 20,0 42,5 30,0

TP 28 M 64 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

M 72 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

M 80 32,5 28,0 65,0 56,0 39,0 28,0 58,0 42,0

TP 35 M 80 40,0 35,0 80,0 70,0 49,0 35,0 74,0 52,5

M 90 40,0 35,0 80,0 70,0 49,0 35,0 74,0 52,5

TP 40 M 80 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

M 90 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

M 100 50,0 40,0 100,0 80,0 56,0 40,0 84,0 60,0

Bei unsymmetrischer Lastverteilung gelten fr die 2- und 3-/ 4-strngigen Anschlagketten die Tragfhigkeiten fr 1-strngige bei 90.

In the case of an unsymmetrical load distribution, the lifting capacities applicable to the 2 and 3-/ 4-leg slings are The same as for 1-legTypes at 90.

Entsprechende Betriebs-/Montageanweisungen finden Sie im Internet auf www.jdt.de zum Download.

The corresponding operating-/assembly instructions can be found on www.jdt.de for download.


45 minimum anglefor lifting

h

le

Safe working load

Size = Type

Flat side for tightening by hand

Max. clearance between upper

and lowerpart >SSS


LIFTING

SOC

KETS

Retro EyeThe CFS Retro Eye is used to lift existing concrete slabs where lifting anchors are not cast in. It is used with the CFS Female Bar Coupler Fixings and either Fisher FIS V-360 Resin or bolted through the element. It is available to suit a range of slab thicknesses with load capacities from 0.3t to 20t.

Please consult CFS for your individual application.

CFS bar coupler in resin CFS bar coupler drilled through slab

Part No Max Load Capacity

kN

CFS-VLBG-8 3

CFS-VLBG-10 6.3

CFS-VLBG-12 10

CFS-VLBG-16 15

CFS-VLBG-20 25

CFS-VLBG-24 40

CFS-VLBG-30 50

CFS-VLBG-42 100

CFS-VLBG-48 200

Please visit our website at www.rud.com.au to register for your FREE CD with CAD Files

Complies with the machinery directives 2006/42/EC

User Instructions - Part 1 Safety instructionsThis safety instruction / declaration of the manufacturer has to be kept on file for the whole lifetime of the product.

EC-Declaration of the manufacturerAccording to the Machinery Directive 2006/42/EC, annex II B and amendments.

We hereby declare that the design and construction of the equipment detailed within this document, adheres to the appropriate level of health and safety of the corresponding EC regulation.Any un-authorised modification of the equipment and/or any incorrect usage of the equipment not adhered to within these user instructions waivers this declaration invalid. The equipment must be regularly tested and inspected as per BGR 500. Failure to carry out the recommended maintenance and testing of the equipment waivers this declaration invalid.

Designation of the equipment: LIFtIng PoIntType: Load ring - VLBg - for boltingManufacturers sign:Drawings are available on request as hard copies or DXF files. Drawings can also be downloaded from our website: www.rud.com.au.Check the RUD website: www.rud.com.au for product information.Workshop wall charts available upon request for working load limits (WLL).

LoAD RIng - VLBg

MO075131

Please visit our website at www.rud.com.au to register for your FREE CD with CAD Files

Complies with the machinery directives 2006/42/EC

User Instructions - Part 1 Safety instructionsThis safety instruction / declaration of the manufacturer has to be kept on file for the whole lifetime of the product.

EC-Declaration of the manufacturerAccording to the Machinery Directive 2006/42/EC, annex II B and amendments.

We hereby declare that the design and construction of the equipment detailed within this document, adheres to the appropriate level of health and safety of the corresponding EC regulation.Any un-authorised modification of the equipment and/or any incorrect usage of the equipment not adhered to within these user instructions waivers this declaration invalid. The equipment must be regularly tested and inspected as per BGR 500. Failure to carry out the recommended maintenance and testing of the equipment waivers this declaration invalid.

Designation of the equipment: LIFtIng PoIntType: Load ring - VLBg - for boltingManufacturers sign:Drawings are available on request as hard copies or DXF files. Drawings can also be downloaded from our website: www.rud.com.au.Check the RUD website: www.rud.com.au for product information.Workshop wall charts available upon request for working load limits (WLL).

LoAD RIng - VLBg

MO075131


AccessoriesPlastic Recess Plate

The nail plate is used to attach the socket anchors to the formwork. The plastic nail plates are available for thread sizes M/Rd12 to M/Rd52. The plastic recess plate produces a recess into which a lifting loop or a rotating eye can be threaded.

D

Rd

h

D

Rd

h

EG

C

D

FG

C

D

Part No Dimensions

Rd D1 h

mm

CFS-NPL-12 M/Rd 12 58 10

CFS-NPL-16 M/Rd 16 58 10

CFS-NPL-20 M/Rd 20 58 10

CFS-NPL-24 M/Rd 24 70 10

CFS-NPL-30 M/Rd 30 70 10

CFS-NPL-36 M/Rd 36 100 12

CFS-NPL-42 M/Rd 42 100 12

CFS-NPL-52 M/Rd 52 95 15

Magnetic Recess Plate

The magnetic nail plate attaches socket anchors to steel formwork by magnets. They are available for thread sizes M/Rd12 to M/Rd52. The magnetic recessl plate produces a recess into which a lifting loop or a rotating eye can be threaded.

D2

h

D1

Part No Thread Adhesion D1 D2 h

mm kPa mm

CFS-MAG-12 12 100 165 60 12

CFS-MAG-16 16 100 165 60 12

CFS-MAG-20 20 100 165 60 12

CFS-MAG-24 24 100 178.2 74 12

CFS-MAG-30 30 120 194.2 90 12

CFS-MAG-36 36 120 105.2 101 12

CFS-MAG-42 42 180 115.3 110 15

CFS-MAG-52 52 180 135.3 130 15


LIFTING

SOC

KETS

AccessoriesMarking recess disc with fixing

These provide additional safety by marking the concrete surface with an imprint of the thread size and load capacity. The disc diameter is sufficient to allow rotating eyes to be used with the cast in socket.

(1) Marking Recess Disc composite material

(2) Fixing Screw Pin Steel

Part No d l Internal thread depth

mm

CFS-FSP-12 M12 23.5 8

CFS-FSP-16 M16 30.5 8

CFS-FSP-20 M20 37 8

CFS-FSP-24 M24 41 9.5

CFS-FSP-30 M30 50 9.5

CFS-FSP-36 M36 59 9.5

CFS-FSP-42 M42 67.5 12

CFS-FSP-52 M52 81 16

Part No For fixing screw pin size

L d D g

mm

CFS-MPP-12 M12 150.5 12 23.5 10

CFS-MPP-16 M16 159.2 16 30.5 10

CFS-MPP-20 M20 173.5 20 37 10

CFS-MPP-24 M24 178.2 24 41 12

CFS-MPP-30 M30 194.2 30 50 12

CFS-MPP-36 M36 105.2 36 59 12

CFS-MPP-42 M42 115.3 42 67.5 15

CFS-MPP-52 M52 135.3 52 81 15


Seal Caps

For using directly in sockets and other threaded products without outer disc.

For LiftingPart No. Anchor

Dimensions

18.525.531.5

35.544.052.5

55.9

69.5

CFS-CAPG-12 Rd 12 12CFS-CAPG-16 Rd 16 16CFS-CAPG-20 Rd 20 20

CFS-CAPG-24 Rd 24 24CFS-CAPG-30 Rd 30 30

CFS-CAPG-36 Rd 36 36CFS-CAPG-42 Rd 42 42CFS-CAPG-52 Rd 52 52

L d

Architectural Socket Caps

We can provide architectural socket caps to use directly in sockets and other threaded products to cover up the exposed thread and provide an architecturally pleasing appearance.

These are available in all sizes and produced to order to suit your concrete recess dimension. Please contact CFS to discuss your requirement.


LIFTING

SOC

KETS


Fixing Sockets


FIXIN

G SO

CK

ETS

10

ContentsSocket Systems 3-3

Solid Cross-Hole Sockets 3-4

Fixing Design Capacities for Solid Cross-Hole Sockets 3-5

Anchorage Reinforcement for Solid Cross-Hole Sockets 3-6

Shear Reinforcement for Cross-Hole Sockets 3-7

Crosspin Sockets 3-8

Fixing Design Capacities for Solid Crosspin Sockets 3-9

Shear Reinforcement for Crosspin Sockets 3-10

Flat End Fixing Sockets 3-11

Design Capacities for Flat End Fixing Sockets 3-12

Anchorage Reinforcement for Flat End Fixing Sockets 3-13

Bent End Fixing Socket 3-14

Design Fixing Capacities for Flat End Fixing Sockets 3-15

Propping Sockets 3-16

Design Capacities for Propping Sockets 3-17

Anchorage and Shear Reinforcement for Propping Sockets 3-18

Accessories 3-19

Accessories 3-20

Seal Caps 3-21


Socket Systems

Solid Crosshole Sockets Crosspin Sockets Flat End Sockets

Bent End Sockets Prop SocketsFriedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany Tel. +49(0)23 94 / 9180-0 Fax +49(0)23 94 / 9180-88


09/W

W


senmuffenGewindehlsen mit gelochtem Flachende aus Edelstahl Werkstoffgruppe A4

Liste

21

Die angegebenen Belastungensind nur erreichbar bei der Verwen-

dung von Gabelbgeln aus BSt 500 Sin den folgenden Abmessungen

[mm]

d ds dbr G

M 10 8 60 250

M 12 10 60 300

M 14 10 70 300

M 16 10 70 350

M 20 12 80 400

M 24 12 80 450

M 27 14 100 500

M 30 14 100 600

G

Biege-rollen-

sd

dbr

Abmessungen [mm] ca. Belastung beiGewicht 45-facher Sicherheit in kg

Edelstahl je [1 kg = 10 N,Werkstoffgruppe A4 100 Stck 1000 kg = 1 t = 10 kN]

axial Schrgzgebis bis bis

d x L Bestell-Nr. g s e [kg] 0 30 45 90

M 8 x 40 k2115va 9 10 8,3 1,43 240 200 150 100M 8 x 53 k2117va 9 23 8,3 1,95 240 200 150 100

M 10 x 45 k2124va 10 15 10,3 1,75 290 230 170 100M 10 x 57 k2127va 10 25 10,3 2,27 290 230 170 100

M 10 x 57 * k2135va 10 24 10,3 3,10 450 400 300 250

M 12 x 55 k2139va 12 20 12,3 2,60 440 370 250 150M 12 x 78 k2141va 12 43 12,3 3,53 600 500 400 350

M 12 x 62 * k2149va 12 25 12,3 4,00 600 500 400 350

M 14 x 80 k2155va 13 33 12,3 6,30 600 500 450 400

M 16 x 80 k2161va 15 30 12,3 8,45 1300 1100 900 800M 16 x 100 k2162va 15 50 12,3 10,72 1300 1100 900 800

M 20 x 95 k2171va 18 28 14,3 15,53 1700 1500 1300 900M 20 x 115 k2172va 18 50 14,3 19,15 1700 1500 1300 900

M 24 x 120 k2181va 21 40 14,3 29,58 2000 1700 1500 1000

Das Gewinde wird mit bermageschnitten.

Die Belastungen wurden mit 45-facherSicherheit aus Ausziehversuchen in unbewehrtem Beton C 20/25 (B 25)bei Axial-, Schrg- und Querzug-belastung ermittelt.

Hinweise fr die Anwendungenthalten die technischen Bltter.

Die mit einem * gekennzeichneten Artikel werden aus Rohren mit grerer Wandstrke gefertigt und haben eine hhere Tragfhigkeit.



09/W

W


senmuffenGewindehlsen mit gelochtem Flachende aus Edelstahl Werkstoffgruppe A4

Liste

21

Die angegebenen Belastungensind nur erreichbar bei der Verwen-

dung von Gabelbgeln aus BSt 500 Sin den folgenden Abmessungen

[mm]

d ds dbr G

M 10 8 60 250

M 12 10 60 300

M 14 10 70 300

M 16 10 70 350

M 20 12 80 400

M 24 12 80 450

M 27 14 100 500

M 30 14 100 600

G

Biege-rollen-

sd

dbr

Abmessungen [mm] ca. Belastung beiGewicht 45-facher Sicherheit in kg

Edelstahl je [1 kg = 10 N,Werkstoffgruppe A4 100 Stck 1000 kg = 1 t = 10 kN]

axial Schrgzgebis bis bis

d x L Bestell-Nr. g s e [kg] 0 30 45 90

M 8 x 40 k2115va 9 10 8,3 1,43 240 200 150 100M 8 x 53 k2117va 9 23 8,3 1,95 240 200 150 100

M 10 x 45 k2124va 10 15 10,3 1,75 290 230 170 100M 10 x 57 k2127va 10 25 10,3 2,27 290 230 170 100

M 10 x 57 * k2135va 10 24 10,3 3,10 450 400 300 250

M 12 x 55 k2139va 12 20 12,3 2,60 440 370 250 150M 12 x 78 k2141va 12 43 12,3 3,53 600 500 400 350

M 12 x 62 * k2149va 12 25 12,3 4,00 600 500 400 350

M 14 x 80 k2155va 13 33 12,3 6,30 600 500 450 400

M 16 x 80 k2161va 15 30 12,3 8,45 1300 1100 900 800M 16 x 100 k2162va 15 50 12,3 10,72 1300 1100 900 800

M 20 x 95 k2171va 18 28 14,3 15,53 1700 1500 1300 900M 20 x 115 k2172va 18 50 14,3 19,15 1700 1500 1300 900

M 24 x 120 k2181va 21 40 14,3 29,58 2000 1700 1500 1000

Das Gewinde wird mit bermageschnitten.

Die Belastungen wurden mit 45-facherSicherheit aus Ausziehversuchen in unbewehrtem Beton C 20/25 (B 25)bei Axial-, Schrg- und Querzug-belastung ermittelt.

Hinweise fr die Anwendungenthalten die technischen Bltter.

Die mit einem * gekennzeichneten Artikel werden aus Rohren mit grerer Wandstrke gefertigt und haben eine hhere Tragfhigkeit.

Sttzhlsen :Gewindehlse mit verschweiter Fuplatte Zubehr

auch mit vormontiertem Klebeteller

d L e t D D t

1 16 45 42 3 50 50 3

2 16 43 38 5 70 50 3

s d NRd VRd NRd VRd

1 80 5,5 13,4 13,0 17,5 15,4 8 195 70 90 420

2 80 5,5 15,5 13,0 17,5 15,5 8 195 70 90 420

Friedrich Schroeder GmbH & Co KG 58809 Neuenrade, Germany - Tel 0049-2394-9180-0 - Fax 0049-2394-9180-88

[email protected] - www.schroeder-neuenrade.de

(1) Bemessungswiderstnde fr die angenommene Einbausituation mit =1,5, Anpassung bei anderen Rand-

bedingungen erforderlich. (2) Aus Versuchen in Zusammenarbeit mit der TU Dortmund - Institut fr

Befestigungstechnik, durchgefhrt in Anlehnung an VDI/BV-BS 6205 und versuchsbasierter Berechnung, gilt

bei Einsatz als Tranportanker mit Sicherheitsfaktor =2,1 (Verfahren A)

Klebeteller aus Kunststoff

Bestell - Nr.

20/25

C

Bemessungswiderstnde(1)

Abmessungen

K5116kt

K5116kt

60

100 Stck

[kg]

20/25

[mm] [mm]

S 8617

S 8620

ohne Zusatz -

bewehrung

mit Zusatz -

bewehrung Lges

29,3

S 235 -

galvanisiert

Material

40

40

[cm]

Berechnung nach CEN/TS 1992-4, Einsatz als Befestigungsmittel

Bestell - Nr. ca. Gewicht

70

c 1,2,3,4

[mm]

Nchar,Bruchds Lu Ls

[kN]

Lo

zul F(2)

Einsatz als

Transportanker (2)

[kN]

12,1

14,0

Rand (c i) - und

Achsabstnde (s),

Schalendicke (d)

Beton-

festig-

keitcharakt.

Bruchlast

Zusatzbewehrung fr

Zuglasten

25,5

Bei reiner Zugbelastung ohne Zusatzbewehrung gilt :- Randabstand >= 1,5 x (L-t) + 0,5 x D- Achsabstand >= 3,0 x (L-t) + DZum Erreichen der vollen Betonausbruchkraft.

Zusatzbewehrung fr Zuglasten

Die Zusatzbewehrung soll an die vorhandene Bewehrung anschliessen, die Aufbiegung kann daher auch nach oben zeigen.

Bei gleichzeitig wirkender Zug - und Querkraft gilt :NSd/NRd + VSd/VRd = 1,5 x (L-t) + 0,5 x D- Achsabstand >= 3,0 x (L-t) + DZum Erreichen der vollen Betonausbruchkraft.

Zusatzbewehrung fr Zuglasten

Die Zusatzbewehrung soll an die vorhandene Bewehrung anschliessen, die Aufbiegung kann daher auch nach oben zeigen.

Bei gleichzeitig wirkender Zug - und Querkraft gilt :NSd/NRd + VSd/VRd


FIXIN

G SO

CK

ETS

Solid Cross-Hole Sockets Precision Elecroplated or Stainless Steel Solid Rod

M thread


This socket provides the highest corrosion resistance as there is protection by solid stainless steel


These sockets may also be used as lifting sockets

Essential Steps:





l1 Diameterof bending

include angleMin 0

Max 60

ar

d

ar

d

Part No Electroplated



d L g e

mm

CFS-LSRH-10 CFS-LSRHS-10 0.4 M 10 50 21 9



CFS-LSRH-20 CFS-LSRHS-20 2 M 20 75 33 16


CFS-LSRH-30 CFS-LSRHS-30 4 M 30 125 54 22

L

eg

d


Fixing Design Capacities for Solid Cross-Hole SocketsThese tables are for these sockets to be used as fixing devices. They should be compared to the design loads on the socket.

These tables show a typical situation and you should check your situation is within these parameters. If your situation falls out of these parameters, please Contact CFS for bespoke advice and calculations

Part No Typical Installation Conditions Axial Load Shear Load

Edge Distance Element thickness FV FQCcr hcrmm kN

CFS-LSRH-10 140 80 10 4.6

CFS-LSRH-12 140 80 15.0 6.6

CFS-LSRH-16 180 100 22.5 10.0

CFS-LSRH-20 250 120 45.0 19.5

CFS-LSRH-24 300 120 50.0 20.8

CFS-LSRH-30 350 160 65.0 33.5


Minimum reinforcement of two layers of 131mm2/m mesh.

Minimum concrete strength = 25N/mm2



hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQhcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ


FIXIN

G SO

CK

ETS

Anchorage Reinforcement for Solid Cross-Hole SocketsCross-hole sockets must be used with anchorage reinforcement. Without this they are ineffective and unsafe.

Part No Reinforcement B500B (min)

ds G Dminmm

CFS-LSRH-10 8 250 60

CFS-LSRH-12 8 300 60

CFS-LSRH-16 10 350 70

CFS-LSRH-20 12 400 80

CFS-LSRH-24 16 500 116

CFS-LSRH-30 16 600 135

The legs of the reinforcement should be vertical as shown above, or may be angled up to 60 from the vertical depending on the application.

G

D min

d s


Shear Reinforcement for Cross-Hole SocketsWhere the unit is being tilted, or the lift is in the edge of the element resulting in a shear pull on the socket, the reinforcement shown here must be used. It is important that the bar is place as close to the surface of the element as concrete cover requirements allow.

Part No Reinforcement B500B (min)

ds L1 Dmin Total Length

CFS-LSRH-10 8 95 24 295

CFS-LSRH-12 8 95 24 295

CFS-LSRH-16 8 130 32 370

CFS-LSRH-20 10 170 40 480

CFS-LSRH-24 10 185 48 520

CFS-LSRH-30 16 195 48 590

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

dsD

min

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115

L

D m

in

D m

in60

L1D min

D m

in60

L1D min

FQ

FQ

ds

ds

ds

ccr

Fv

hcr

ccr

ccr

Fs

hcr

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315

ds

L

D m

in

ds

D m

in60

L1D min

FQ


FIXIN

G SO

CK

ETS

Cro

Precast Concrete Systems

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