Post on 31-Dec-2016
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.
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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
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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
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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.
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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
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Lifting Systems Design Criteria
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LIFTING
SYSTEMS D
ESIGN
CRITERIA
10
ContentsLifting Systems Design Criteria 1-3
Applied Load on Each Anchor 1-5
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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
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LIFTING
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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)
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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.
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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
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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.
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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)
z = Spread Coefficient
N = Number of Lifting Points
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
z = Spread Coefficient
N = Number of Lifting Points
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
z = Spread Coefficient
N = Number of Lifting Points
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)
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Lifting Sockets
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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
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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
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LIFTING
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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
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Solid Cross-Hole Sockets Precision Electroplated or Stainless Steel Solid Rod
M thread
The socket is anchored into the concrete unit using a reinforcement bar threaded through the cross-hole.
This socket provides the highest corrosion resistance as there is protection by solid stainless steel
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
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
Axial Pull Include Anchorage Reinforcement page 2-8
Angled Pull Include Anchorage Reinforcement page 2-8 and Angled Reinforcement page 2-9
Shear Pull include Anchorage Reinforcement page 2-8 and Shear Reinforcement page 2-10
Part No Zinc Plated
Part No Stainless Steel
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-12 CFS-LSRHS-12 0.5 M 12 50 23 11 16
CFS-LSRH-16 CFS-LSRHS-16 1.2 M 16 75 26 14 22
CFS-LSRH-20 CFS-LSRHS-20 2 M 20 75 33 16 27
CFS-LSRH-24 CFS-LSRHS-24 2.5 M 24 100 42 18 32
CFS-LSRH-30 CFS-LSRHS-30 4 M 30 125 54 22 40
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LIFTING
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Economy Cross-Hole Sockets An economical range of flat end lifting sockets
Zinc plated or Stainless Steel
M thread
The socket is anchored into the concrete unit using a reinforcement bar threaded through the cross-hole.
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
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 2-9
Shear Pull include Anchorage Reinforcement page 2-8 and Shear Reinforcement page 2-10
ge
L
d
Part No. Zinc Plated
Part No. Stainless Steel
Load Group Dimensions of socket
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
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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.
Axial Pull Include Anchorage Reinforcement page 2-8
Angled Pull Include Anchorage Reinforcement page 2-8 and Angled Reinforcement page 2-9
Shear Pull include Anchorage Reinforcement page 2-8 and Shear Reinforcement page 2-10
hcr
Ccr
Fv
hcr
Ccr
Fs
hcr
Ccr
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D m
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L1D min
FQ hcr
Ccr
Fv
hcr
Ccr
Fs
hcr
Ccr
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D m
in60
L1D min
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Ccr
Fv
hcr
Ccr
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hcr
Ccr
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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
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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
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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
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Ccr
Fs
hcr
Ccr
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L
D m
in
ds
D m
in60
L1D min
FQ
Part No Load Group Reinforcement B500B (min)
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
LS* - LS, LSRH or LSE
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LIFTING
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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
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D m
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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
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D m
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ds
D m
in60
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FQ
LS* - LS, LSRH or LSE
Part No Load Group Reinforcement B500B (min)
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
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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
Part No Stainless Steel
Load Group Dimensions of socket
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-16-167 CFS-WASS-16-167 1.2 Rd 16 167 12 27
CFS-WAS-20-187 CFS-WASS-20-187 2 Rd 20 187 16 35
CFS-WAS-24-240 CFS-WASS-24-240 2.5 Rd 24 240 20 43
CFS-WAS-30-300 CFS-WASS-30-300 4 Rd 30 300 20 56
CFS-WAS-36-380 CFS-WASS-36-380 6.3 Rd 36 380 25 69
CFS-WAS-42-450 CFS-WASS-42-450 8 Rd 42 450 28 80
Wavy Tail Long Types
CFS-WAL-12-137 CFS-WALS-12-137 0.5 Rd 12 137 8 22
CFS-WAL-16-216 CFS-WALS-16-216 1.2 Rd 16 216 12 27
CFS-WAL-20-257 CFS-WALS-20-257 2 Rd 20 257 16 35
CFS-WAL-24-360 CFS-WALS-24-360 2.5 Rd 24 360 20 43
CFS-WAL-30-450 CFS-WALS-30-450 4 Rd 30 450 20 56
CFS-WAL-36-570 CFS-WALS-36-570 6.3 Rd 36 570 25 69
CFS-WAL-42-620 CFS-WALS-42-620 8 Rd 42 620 28 80
CFS-WAL-52-880 CFS-WALS-52-880 12.5 Rd 52 880 28 90
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
info@schroeder-neuenrade.de 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
2000 M 20 x 400 k3120lm Rd 20 x 400 k3120lr 61,902500 M 24 x 450 k3124lm Rd 24 x 450 k3124lr 90,40
4000 M 30 x 600 k3130lm Rd 30 x 600 k3130lr 186,906300 M 36 x 750 k3136lm Rd 36 x 750 k3136lr 347,10
8000 M 42 x 850 k3142lm Rd 42 x 850 k3142lr 498,90125000 M 52 x 900 k3152lm Rd 52 x 900 k3152lr 756,10
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
Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany Tel. +49(0)23 94 / 9180-0 Fax +49(0)23 94 / 9180-88
info@schroeder-neuenrade.de 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
2000 M 20 x 400 k3120lm Rd 20 x 400 k3120lr 61,902500 M 24 x 450 k3124lm Rd 24 x 450 k3124lr 90,40
4000 M 30 x 600 k3130lm Rd 30 x 600 k3130lr 186,906300 M 36 x 750 k3136lm Rd 36 x 750 k3136lr 347,10
8000 M 42 x 850 k3142lm Rd 42 x 850 k3142lr 498,90125000 M 52 x 900 k3152lm Rd 52 x 900 k3152lr 756,10
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:
www.cfsfixings.comwww.cfsfixings.com 2-12
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
www.cfsfixings.comwww.cfsfixings.com 2-13
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 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
www.cfsfixings.comwww.cfsfixings.com 2-14
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.
Part No Load Group Reinforcement B500B (min)
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
www.cfsfixings.comwww.cfsfixings.com 2-15
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.
Part No Load Group Reinforcement B500B (min)
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
www.cfsfixings.comwww.cfsfixings.com 2-16
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:
Lifting Check Lifting Load Capacity Table page 2-7
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
www.cfsfixings.comwww.cfsfixings.com 2-17
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.
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.
Include minimum slab reinforcement in slab as shown in the table on page 2-18
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 Shear Reinforcement page 2-19
Part No Load Group Edge Distance Element Thickness Axial or Angled Load 45
Min Concrete Strength (N/mm2)
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
www.cfsfixings.comwww.cfsfixings.com 2-18
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
www.cfsfixings.comwww.cfsfixings.com 2-19
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.
Part No Load Group Reinforcement B500B (min)
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
www.cfsfixings.comwww.cfsfixings.com 2-20
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:
Lifting Check Lifting Load Capacity Table page 2-22
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 Load Group Dimensions of socket
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
www.cfsfixings.comwww.cfsfixings.com 2-21
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.
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 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
Min Concrete Strength (N/mm2)
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
www.cfsfixings.comwww.cfsfixings.com 2-22
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
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
www.cfsfixings.comwww.cfsfixings.com 2-23
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.
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
shear U bar edge bars forshear loads
U bars for axial loads
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
www.cfsfixings.comwww.cfsfixings.com 2-24
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:
Lifting Check Lifting Load Capacity Table page 2-26
Fixing Check Fixing Load Capacity Table page 3-9
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-12-50 CFS-LSRBS-12-50 0.5 M12 50 75
CFS-LSRB-12-75 CFS-LSRBS-12-75 0.5 M12 75 75
CFS-LSRB-16-75 CFS-LSRBS-16-75 1.2 M16 75 75
CFS-LSRB-20-75 CFS-LSRBS-20-75 2 M20 75 90
CFS-LSRB-24-100 CFS-LSRBS-24-100 2.5 M24 100 100
L
d
f
www.cfsfixings.comwww.cfsfixings.com 2-25
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
Part No Stainless Steel
Load Group
Typical Installation Conditions Axial Load Shear Load
without rebar with rebar
Edge Distance Element thickness
Min Concrete Strength (N/mm2)
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
www.cfsfixings.comwww.cfsfixings.com 2-26
LIFTING
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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-12-50 CFS-LSRBS-12-50 0.5 8 100
CFS-LSRB-12-75 CFS-LSRBS-12-75 0.5 8 130
CFS-LSRB-16-75 CFS-LSRBS-16-75 1.2 8 130
CFS-LSRB-20-75 CFS-LSRBS-20-75 2 8 130
CFS-LSRB-24-100 CFS-LSRBS-24-100 2.5 12 200
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
shear U bar edge bars forshear loads
U bars for axial loads
0,5 x e
e
e
Lb
L h
www.cfsfixings.comwww.cfsfixings.com 2-27
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
info@schroeder-neuenrade.de www.schroeder-neuenrade.de10/2
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
www.cfsfixings.comwww.cfsfixings.com 2-28
LIFTING
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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
Part No Load Group Dimensions of socket
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
AnschlagpunkteLifting Points
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
AnschlagpunkteLifting Points
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.
www.cfsfixings.comwww.cfsfixings.com 2-29
45 minimum anglefor lifting
h
le
Safe working load
Size = Type
Flat side for tightening by hand
Max. clearance between upper
and lowerpart >SSS
www.cfsfixings.comwww.cfsfixings.com 2-30
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
www.cfsfixings.comwww.cfsfixings.com 2-31
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
www.cfsfixings.comwww.cfsfixings.com 2-32
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
www.cfsfixings.comwww.cfsfixings.com 2-33
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.
www.cfsfixings.comwww.cfsfixings.com 2-34
LIFTING
SOC
KETS
www.cfsfixings.comwww.cfsfixings.com 3-1
Fixing Sockets
www.cfsfixings.comwww.cfsfixings.com 3-2
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
www.cfsfixings.comwww.cfsfixings.com 3-3
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
info@schroeder-neuenrade.de www.schroeder-neuenrade.de4/20
09/W
W
Sonderanfertigungen auf Anfrage
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.
Friedrich Schroeder GmbH & Co.KG58809 Neuenrade, Germany Tel. +49(0)23 94 / 9180-0 Fax +49(0)23 94 / 9180-88
info@schroeder-neuenrade.de www.schroeder-neuenrade.de4/20
09/W
W
Sonderanfertigungen auf Anfrage
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
info@schroeder-neuenrade.de - 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
www.cfsfixings.comwww.cfsfixings.com 3-4
FIXIN
G SO
CK
ETS
Solid Cross-Hole Sockets Precision Elecroplated or Stainless Steel Solid Rod
M thread
The socket is anchored into the concrete unit using a reinforcement bar threaded through the cross-hole.
This socket provides the highest corrosion resistance as there is protection by solid stainless steel
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
These sockets may also be used as lifting sockets
Essential Steps:
Lifting Check Lifting Load Capacity Table page 2-7
Fixing Check Fixing Load Capacity Table page 3-5
Axial Pull Include Anchorage Reinforcement page 3-6
Shear Pull include Anchorage Reinforcement page 3-6 and Shear Reinforcement page 3-7
l1 Diameterof bending
include angleMin 0
Max 60
ar
d
ar
d
Part No Electroplated
Part No Stainless Steel
Load Group Dimensions of socket
d L g e
mm
CFS-LSRH-10 CFS-LSRHS-10 0.4 M 10 50 21 9
CFS-LSRH-12 CFS-LSRHS-12 0.5 M 12 50 23 11
CFS-LSRH-16 CFS-LSRHS-16 1.2 M 16 75 26 14
CFS-LSRH-20 CFS-LSRHS-20 2 M 20 75 33 16
CFS-LSRH-24 CFS-LSRHS-24 2.5 M 24 100 42 18
CFS-LSRH-30 CFS-LSRHS-30 4 M 30 125 54 22
L
eg
d
www.cfsfixings.comwww.cfsfixings.com 3-5
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
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.
Minimum concrete strength = 25N/mm2
Axial Pull Include Anchorage Reinforcement page 3-5
Shear Pull include Anchorage Reinforcement page 3-5 and Shear Reinforcement page 3-6
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
www.cfsfixings.comwww.cfsfixings.com 3-6
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
www.cfsfixings.comwww.cfsfixings.com 3-7
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
www.cfsfixings.comwww.cfsfixings.com 3-8
FIXIN
G SO
CK
ETS
Cro