threaded systems for lifting 02 - cfsfixings.com sockets_lr.pdf · mi n ds d mi n 0 ° d min l1 f q...

THREADED SYSTEMS FOR LIFTING 02

THREADED SYSTEMS FOR LIFTING

CONTENTS

Threaded Systems for Lifting 02-03

CE Conformity and Traceability Marking 02-04

Tube Cross-Hole Sockets 02-05

Solid Cross-Hole Sockets 02-06

Economy Cross-Hole Sockets 02-07

Lifting Capacities for Cross-Hole Sockets 02-08

Anchorage Reinforcement for Cross-Hole Sockets 02-09

Angled Pull Reinforcement for Cross-Hole Sockets 02-10

Shear Reinforcement for Cross-Hole Socket Anchors 02-11

Flat Steel Anchors 02-12

Lifting Capacities for Flat Steel Anchors 02-13

Anchorage Reinforcement for Flat Steel Anchors 02-14

Angled Pull Reinforcement for Flat Steel Anchors 02-15

Crown Foot Anchors 02-16

Lifting Capacities for Crown Foot Anchors 02-17

Anchorage Reinforcement for Crown Foot Anchors 02-18

Shear Reinforcement for Crown Foot Anchors 02-19

Bolt Anchor 02-20

Bolt Anchor with End Plate 02-21

Additional Anchorage, Angled, Shear Pull Reinforcement for Bolt Anchors 02-22

Straight Rebar Anchor 02-23

Wavy Tail Socket Anchors 02-24

Lifting Capacities for Wavy Tail Socket Anchors 02-25

Angled Pull Reinforcement for Wavy Tail Socket Anchors 02-27

Shear Reinforcement for Wavy Tail Socket Anchors 02-28

Wavy Tail Alternative Reinforcement 02-29

CFS SPA Threaded Sandwich Panel Lifter 02-32

Lifting Loops 02-33

Rotating Eyes 02-34

Identification 02-35

Retro Post Fixed Lifting Eye 02-36

Accessories - Recess Plates and Seal Caps 02-37

www.cfsfixings.com 0302

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GCrown Foot Socket Anchor Bolt Anchor

THREADED SYSTEMS FOR LIFTING

Tube Cross-Hole Socket Solid Cross-Hole Socket

Bolt Anchor with Plate

Short Wavy Tail Anchor Long Wavy Tail Anchor

Flat Steel Socket

Rebar Anchor


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www.cfsfixings.com0402

Loading categories changed when the European Machinery directive and VDI/BV-B5 Gudeline 6205 (lifting systems for PCC elements) came into effect.

Given the load group and the defined typical boundary conditions in the table, it is possible to determine the permissible load of every anchor.

* Unique material batch marking for lifting socket systems will be phased in during 2017.

Thread type, diameter and load class are embossed on the socket together with CE marking.

TUBE CROSS-HOLE SOCKETSCE CONFORMITY AND TRACEABILITY MARKING • Electroplated or stainless steel

• Precision steel tube (S355) or stainless steel (A2 - standard, A4 - on request)

• Rd thread

• The socket is anchored into the concrete unit using a reinforcement bar 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

Essential Steps:

Lifting – Check Lifting Load Capacity Table page 02-08

Axial Pull – Include Anchorage Reinforcement page 02-09

Angled Pull – Include Anchorage Reinforcement page 02-09 and Angled Reinforcement page 02-10

Shear Pull – Include Anchorage Reinforcement page 02-09 and Shear Reinforcement page 02-11

Technical Standards

CEN/TR 15728 - 31st March 2016 Design and use of inserts for lifting and handling of precast concrete elements CEN / TC 229 (European Committee For Standardization) Draft July 2013

VDI / BV-BS 6205 April 2012 Lifting inserts and liftings inserts systems for precast concrete elements: principles, design, applications

MD 2006/42/EC Machinery guidelines - 17 May 2006

d

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Part No Zinc Plated

Part No Stainless Steel

Load Group,T

Dimensions of socket (mm)

d L g e

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• Electroplated or stainless steel (A2 - standard, A4 - on request)

• M thread

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

• This socket can provide good 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

Essential Steps:




Shear Pull – Include Anchorage Reinforcement page 02-09 and Shear Reinforcement page 02-11

Part No Zinc Plated


Load Group, T


d L1 L g e Outside Diameter

CFS-LSRH-12 CFS-LSRHS-12 0.5 M12 30 50 23 11 16

CFS-LSRH-16 CFS-LSRHS-16 1.2 M16 34 75 26 14 22

CFS-LSRH-20 CFS-LSRHS-20 2 M 20 42 75 33 16 27

CFS-LSRH-24 CFS-LSRHS-24 2.5 M 24 52 100 42 18 32

CFS-LSRH-30 CFS-LSRHS-30 4 M 30 70 125 54 22 40

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L

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d

ECONOMY CROSS-HOLE SOCKETS• An economical range of flat end lifting sockets

• Zinc plated or stainless steel (A2 - standard, A4 - on request)

• M thread

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

• Sockets can be used for wide range of applications such as pipes, walls, slabs, etc.

Essential Steps:




Shear Pull – include Anchorage Reinforcement page 02-09 and Shear Reinforcement page 02-11

ge

L

d

Part No Zinc Plated


Load Group Dimensions of socket (mm)

d L g e

CFS-LSE-12 CFS-LSES-12 0.5 M12 60 25 10.3

CFS-LSE-16 CFS-LSES-16 1.2 M16 79 27 13.3

CFS-LSE-20 CFS-LSES-20 2 M20 99 37 15.3


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LIFTING CAPACITIES FOR CROSS-HOLE SOCKETSTables below show the application of these sockets as lifting points. They should be compared with 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, please check if 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.



Shear Pull – include Anchorage Reinforcement page 02-09 and Shear Reinforcement page 02-11

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

FQ

Part NoLoad Group, T

Typical Installation Conditions

Axial Load

Angle Load

Shear Load

Edge Distance

Element thickness

Fv Fa FQ

Ccr hcrr

Min Concrete Strength (N/mm2)

15 25 15 25 15 25

mm kN

CFS-LS*-12 0.5 140 80 11 12 8 13 4.1 5.3

CFS-LS*-16 1.2 180 100 17 18 13 16 6.2 8

CFS-LS*-20 2 250 120 30 36 21 27 12 15.6

CFS-LS*-24 2.5 300 120 37 40 25 31 12.8 16.6

CFS-LS*-30 4 350 160 48 52 40 41 20.8 26.8

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

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

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

Angled pull reinforcement can be removed, shear rebars wrapped around the cage if possible.

LS* - LS, LSS, LSRH, LSRHS, LSE, LSES

ANCHORAGE REINFORCEMENT FOR CROSS-HOLE SOCKETS

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.

Cross-Hole sockets must be used with anchorage reinforcement.

Part No Load Group, T

Reinforcement B500B (min)

ds G Dmin

mm

CFS-LS*-12 0.5 6 300 60

CFS-LS*-16 1.2 10 350 70

CFS-LS*-20 2 12 400 80

CFS-LS*-24 2.5 12 700 116

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 28 900 300

Alternative Rebar Arrangements


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ANGLED PULL REINFORCEMENT FOR CROSS-HOLE SOCKETSWhere 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 (dimension A should be ≤ socket diameter).

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

32/3315°

ds

L

D m

in

ds

D m

in60

°

L1D min

FQ



ds L Dmin

mm

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 64

CFS-LS*-36 6.3 16 285 64

CFS-LS*-42 8 20 350 140

CFS-LS*-52 12.5 20 370 140

A ≤ socket diameter

shear U baredge bars forshear loads

U bars for axial loads

0,5 x e

e

e

Lb

Lh



0,5 x e

e

e

Lb

Lh

A

ds

D m

in60

°

L1D min

ds

L

D m

in

15°*

*For angle greater than 15º please contact CFS.

ds

D m

in60

°

L1D min

ds

L

D m

in

15°

ds

D m

in60

°

L1D min

ds

L

D m

in

15°

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. This reinforcing bar should touch the socket where it wraps around and be located as close to the concrete surface as cover allows (dimension A should be ≤ socket diameter).



ds L1 Dmin

mm

CFS-LS*-12 0.5 8 95 32

CFS-LS*-16 1.2 8 130 32

CFS-LS*-20 2 10 170 40

CFS-LS*-24 2.5 10 185 40

CFS-LS*-30 4 16 195 64

CFS-LS*-36 6.3 16 200 64

CFS-LS*-42 8 16 215 64

CFS-LS*-52 12.5 20 220 140


shear U bar

edge bars for

shear loads

U bars for axial

loads 0,5 x e

e

e

Lb

Lh

shear U bar

edge bars forshear loads

U bars for axial

loads0,5 x e

e

e

Lb

LhA



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FLAT STEEL ANCHORS• Electroplated or stainless steel (A2 - standard, A4 - on request)

• 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 02-14

Angled Pull - include Anchorage Reinforcement page 02-14 and Angled Reinforcement page 02-15

Shear Pull - include Anchorage Reinforcement page 02-14 and Angled Reinforcement page 02-15

L3

L2

150°

aA

ar

ar

L

H

D

L1

H



Electroplated Stainless Steel d h g a b t

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

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

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

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

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

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

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

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

LIFTING CAPACITIES FOR FLAT STEEL ANCHORSTables below show the application of these sockets as lifting points. They should be compared with 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 2-19


Angled Pull – Include Anchorage Reinforcement page 02-14 Angled Reinforcement page 02-15

Part No

Load Group, T

Edge Distance

Element Thickness

Axial or Angled Load ≤ 45º

Shear Load


ElectroplatedStainless Steel

Ccr hcr 15 25 15 25

mm mm kN

CFS-FA-12 CFS-FAS-12 0.5 180 80 5 6.5 4.7 4.7

CFS-FA-16 CFS-FAS-16 1.2 250 90 12 15.5 7 8.4

CFS-FA-20 CFS-FAS-20 2 300 110 20 25.8 9.6 12.4

CFS-FA-24 CFS-FAS-24 2.5 400 125 25 32.3 13.7 17.6

CFS-FA-30 CFS-FAS-30 4 500 150 40 51.6 19.4 25.1

CFS-FA-36 CFS-FAS-36 6.3 650 165 63 81.3 25.7 25.7

CFS-FA-42 CFS-FAS-42 8 650 180 80 103.3 28.9 37.3

CFS-FA-52 CFS-FAS-52 12.5 750 215 125 161.4 37.7 48.6


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ANCHORAGE REINFORCEMENT FOR FLAT STEEL ANCHORSAxial Loads are permitted only with reinforcement as shown below. Please ensure that the reinforcement touches the end plate of the socket.

**Minimum reinforcement in the lifting insert area.

* n = number of rebars. Sometimes number of rebars can be reduced to n=2. Please contact CFS for further information.

Lbnet = sin30 Ls

Part No Reinforcement B500 (min) for Axial Load Min Slab Reinforcement**

n x ds* Ls L0 Lges B500Electroplated Stainless Steel mm

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

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

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

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

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

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

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

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

Lbnet

Lbnet

5 x d

30°

5 x dL0

Ls

Alternative reinforcement

ANGLED PULL REINFORCEMENT FOR FLAT STEEL 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 (dimension A should be ≤ socket diameter).

15°

dmin

sd

1L

dmin

sd

1L



ds L Dmin

Electroplated Stainless Steel mm

CFS-FA-12 CFS-FAS-12 0.5 8 130 32

CFS-FA-16 CFS-FAS-16 1.2 8 170 32

CFS-FA-20 CFS-FAS-20 2 10 220 40

CFS-FA-24 CFS-FAS-24 2.5 10 240 40

CFS-FA-30 CFS-FAS-30 4 16 265 64

CFS-FA-36 CFS-FAS-36 6.3 16 285 64

CFS-FA-42 CFS-FAS-42 8 20 350 140

CFS-FA-52 CFS-FAS-52 12.5 20 370 140

A >=socket diameter



0,5 x e

e

e

Lb

Lh



0,5 x e

e

e

Lb

Lh

A


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CROWN FOOT ANCHORS• Electroplated

• Rd thread

• Easy to install requiring no anchorage reinforcement

• Sockets are typically used in light to medium weight beam applications

M

e

D1

Lift



d L

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

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.

LIFTING CAPACITIES FOR CROWN FOOT ANCHORSTables below show the application of these sockets as lifting points. They should be compared to 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.

Angled pull reinforcement is required if angle from vertical ß > 15º. For angled pull lifting it is important to use U bar (page 02-19)

Where there is axial load and shear load at the same time, please ensure that 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 02-18* Crown Foot Shear Reinforcement – include shear reinforcement page 02-19


Typical Installation ConditionsAxial Load Shear Load

without rebar with rebar* with rebar*

Edge DistanceElement thickness


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

mm kN

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

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

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

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

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

VV

C1 C2 C3

b

C4

C2

C1

Min

d

N

ß > 15ºFor angled load calculation it is important to know lifting angle in order to calculate axial and shear component.


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ANCHORAGE 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.

* CFS-CRA-16-80 is not used with anchorage bars, because there is not enough anchorage length.

shear U bar edge bars forshear loads


0,5 x e

e

e

Lb

L h

Part No Load Group, Tn 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



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

Lh

A

ANGLED PULL OR SHEAR REINFORCEMENT FOR CROWN FOOT ANCHORSWhere the values with reinforcement have been used from the load capacities table, the following reinforcement must be included.

Edge reinforcement detail available on request.

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, Td Lb

mm

CFS-CRA-16-80 1.2 10 200

CFS-CRA-20-100 2 10 200

CFS-CRA-24-115 2.5 10 200

CFS-CRA-30-120 4 12 250

CFS-CRA-30-150 4 12 250



0,5 x e

e

e

Lb

L h



0,5 x e

e

e

Lb

L h

Straight or bent u-bar Ø

5xd


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CFS capacities are based on cubic strength.

M - thread for the fixing situation available on request.

BOLT ANCHORConsists of threaded socket pressed onto hex-head bolt. Suitable for casting into slab-type elements.

Socket is made from steel tube for precision applications to DIN EN 10305 (grade E355+N). Available in mild steel with 4-6 µm coating thickness.

Stainless Steel according to approval EN10217 Part 7, grades 1.440, 1.4404 and 1.4571. Mild steel bolt anchor, grade 8.8.

Rd - thread for the lifting situation. All capacities shown in this section are based on the lifting design criteria.

M - thread for the fixing situation. Please contact CFS for lifting capacities.

d

gL

d

g

L

Part Number

Load

Gro

up, T

dxL g Bolt

Typical installationPermissible loads for installation

perpendicular to plane of slab

Elementthickness

hcr

Edgedistance

Ccr

Axial pullperm Fv

Inclined pull β ≤ 45°

perm FS

Axial pullperm Fv


perm FS

Concrete strength

mm fck ≥ 15 N/mm² fck ≥ 25 N/mm²

kN kN

CFS-BA-12-55 0.5 Rd12 x 55 23 M12 x 25 80 90 5.1 6.6

CFS-BA-12-100 0.5 Rd12 x 100 23 M12 x 70 120 150 8.6 11.1

CFS-BA-12-150 0.5 Rd12 x150 23 M12 x 120 170 230 8.6 11.1

CFS-BA-16-75 1.2 Rd16 x 75 29 M16 x 35 100 120 8.2 10.6

CFS-BA-16-140 1.2 Rd16 x 140 29 M16 x 100 200 200 12.8 16.5

CFS-BA-16-220 1.2 Rd16 x 220 29 M16 x 180 240 250 12.8 16.5

CFS-BA-20-90 2.0 Rd20 x 90 35 M20 x 40 150 250 10.6 13.7

CFS-BA-20-150 2.0 Rd20 x 150 35 M20 x 100 200 300 20.0 25.8

CFS-BA-20-180 2.0 Rd20 x 180 35 M20 x 130 200 350 20.0 25.8

CFS-BA-20-270 2.0 Rd20 x 270 35 M20 x 220 290 400 20.0 25.8

CFS-BA-24-200 2.5 Rd24 x 200 45 M24 x 140 220 300 28.8 37.2

CFS-BA-30-240 4.0 Rd30 x 240 60 M30 x 160 260 350 48.3 62.4

CFS-BA-36-300 6.3 Rd36 x 300 74 M36 x 200 320 450 68.3 88.8

BOLT ANCHOR WITH END PLATEConsists of threaded socket with end plate and is suitable for casting into slab-type elements.

Socket is made from steel tube for precision applications to DIN EN 10305 (grade E355+N). Available in mild steel with 4-6 µm coating thickness.

Stainless Steel according to approval EN 10217 Part 7, grades 1.440, 1.4404 and 1.4571. Mild steel hexagonal head bolt, grade 8.8.

d

gL

d

g

L

Part Number

Load

Gro

up, T

dxL g Bolt

Typical installation Permissible loads for installation perpendicular to plane of slab

Plat

e Di

men

sion

s

Elementthickness

hcr

Edgedistance

Ccr

Axial pullperm Fv


perm Fs

Axial pullperm Fv


perm Fs

mm

Concrete strength

kN kN

fck ≥ 15 N/mm² fck ≥ 25 N/mm²

CFS-BAEP-12-55 0.5 Rd12 x 55 23 M12 x 25 80 90 7.6 9.8 40x40x4

CFS-BAEP-16-75 1.2 Rd16 x 75 29 M16 x 35 100 120 11.9 15.4 50x50x5

CFS-BAEP-20-90 2.0 Rd20 x 90 35 M20 x 40 150 250 15.6 20.1 60x60x6

CFS-BAEP-24-110 2.5 Rd24 x 110 46 M24 x 65 220 300 27.4 35.3 80x80x6

CFS-BAEP-30-140 4.0 Rd30 x 140 60 M30 x 60 260 350 31.4 40.5 95x95x6



CFS capacities are based on cubic strength.

Please note, data is valid with additional reinforcement on page 02 - 22.Please note, data is valid with additional reinforcement on page 02 - 22.


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ADDITIONAL ANCHORAGE, ANGLED, SHEAR PULL REINFORCEMENT FOR BOLT ANCHOR WITH END PLATE

ADDITIONAL REINFORCEMENT FOR BOLT ANCHORS

*The additional reinforcement must press against the socket. Reinforcement must be positioned ≤ A mm from the surface, where A is the socket diameter.

Anchorage Reinforcement for Bolt Anchor with End Plate Angled Pull & Shear Reinforcement

15°

dmin

sd

1L

dmin

sd

1L

15°

ds

D m

in

L

Anchorage Reinforcement (Axial Pull) B500B

M/Rd Minimum reinforcement

n x ds Ls Lo Lges

mm

12 Q188A 2x6 60 60 250

16 Q188A 2x8 70 90 420

20 Q188A 4x8 80 90 640

24 Q188A 4x10 100 90 640

30 Q257A 4x12 110 110 830

Angled Pull Reinforcement B500B

M/Rdds Dmin L

mm

12 8 32 130

16 8 32 170

20 10 40 220

24 10 40 240

30 16 64 265

36 16 64 285

Angled Pull & Shear Reinforcement Anchorage Reinforcement

Bolt Anchor reinforcement scheme

STRAIGHT REBAR ANCHORStraight Rebar dimensions and lifting capacities.

Part No

Dimensions [mm]

D ou

t

Typical installation Permissible loads

Elementthickness

hcr

Edgedistance

Ccr

Axial pullperm Fv


perm Fs

90° pull perm Fs

Axial pullperm Fv


perm Fs

90° pull perm Fs

Mild steel (bk) / Galvanised + chromated steel (zn) mm mm kN kN

dxL g ds Concrete strength fck ≥ 15 N/mm² Concrete strength fck ≥ 25 N/mm²

CFS-RAS-12-200 Rd 12x200 25 8 15.5 60 140 9.0 6.0 3.5 11.0 8.0 4.5

CFS-RAS-14-240 Rd 14x230 25 10 18 60 180 10.0 6.0 3.5 13.0 8.0 4.5

CFS-RAS-16-270 Rd 16x270 27 12 21.4 80 180 14.0 7.0 4.0 19.0 8.0 5.0

CFS-RAS-18-300 Rd 18x300 35 14 22.3 100 200 28.0 11.0 8.0 34.0 14.0 10.0

CFS-RAS-20-350 Rd 20x350 35 14 27 100 250 28.0 11.0 10.0 34.0 14.0 13.0

CFS-RAS-24-400 Rd 24x400 43 16 31 100 300 40.0 17.0 10.0 45.0 21.0 13.0

CFS-RAS-30-500 Rd30x500 56 20 40 140 350 57.0 31.0 22.0 65.0 40.0 29.0

CFS-RAS-36-650 Rd 36x650 69 25 47 140 400 80.0 35.0 22.0 100.0 45.0 29.0

CFS-RAS-42-850 Rd 42x850 80 28 54 160 500 110.0 57.0 22.0 130.0 74.0 29.0

CFS-RAS-52-900 Rd 52x900 100 32 67 200 600 160.0 62.0 42.0 180.0 81.0 54.0

d

ds

g

L

Straight Rebar Anchor The socket is anchored with a reinforcing bar. Owing to the relatively long anchorage length, these sockets are particularly suitable for casting into wall-type components parallel with the plane of the wall.




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Part No Zinc Plated


Load Group, T


d L ds g

Short Wavy Tail 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





Long Wavy Tail 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






WAVY TAIL SOCKET ANCHORS

Essential Steps:

Lifting – Check Lifting Load Capacity Table page 02-25 and 02-26

Angled Pull – Include Angled Reinforcement page 02-27

Shear Pull – include Shear Reinforcement page 02-28

gL

sd

d

gL

d

sd

gL

sd

d

gL

d

sd

Short Wavy Tail Long Wavy Tail

• Zinc plated or stainless steel A2 standard, A4 on request

• Rd thread

• The socket is anchored into the concrete unit using its integrated 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

• High Load Wavy Tails can be arranged if higher capacities are required. Contact CFS for further info.

LIFTING CAPACITIES FOR WAVY TAIL SOCKET ANCHORSThese tables are for these sockets to be used as lifting points. 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 if your situation is within these parameters. When 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



Axial Load Angled Load Shear Load

Edge Distance

Element thickness


Ccr hcr 15 25 15 25 15 25

mm kN

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

Short Wavy Tail 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

c cr

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

c cr

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

c cr

Fv

hcr

ccr

ccr

Fs

hcr

Axial Pull Angled Pull – Angled Reinforcement page 02-14

Shear Pull – Shear Reinforcement page 02-15



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Axial Load Angled Load Shear Load

Edge Distance

Element thickness


Ccr hcr 15 25 15 25 15 25

mm kN

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

Long Wavy Tail Types Table

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

* Please contact CFS about the Rotating Eyes (for highlighted values lifting loops are not recommended)

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 (dimension A should be ≤ socket diameter).

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115°

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115°

LD

min

D m

in60

°

L1D min

D m

in60

°

L1D min

FQ

FQ

ds

ds

ds

c cr

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

c cr

Fv

hcr

ccr

ccr

Fs

hcr

WA* - WAL or WAS



ds L Dmin

mm

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 64

CFS-WA*-36 6.3 16 285 64

CFS-WA*-42 8 20 350 140

CFS-WA*-52 12.5 20 370 140




0,5 x e

e

e

Lb

Lh



0,5 x e

e

e

Lb

Lh

A

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115°

ds

D m

in

L

hcr

Ccr

Fv

hcr

Ccr

Fs

hcr

Ccr

3115°

LD

min

D m

in60

°

L1D min

D m

in60

°

L1D min

FQ

FQ

ds

ds

ds

c cr

Fv

hcr

ccr

ccr

Fs

hcr


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SHEAR REINFORCEMENT FOR WAVY TAIL 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 (dimension A should be ≤ socket diameter).

WA* - WAL or WAS



ds L Dmin

mm

CFS-WA*-12 0.5 8 95 32

CFS-WA*-16 1.2 8 130 32

CFS-WA*-20 2 10 170 40

CFS-WA*-24 2.5 10 185 40

CFS-WA*-30 4 16 195 64

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

inL

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

c cr

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

c cr

Fv

hcr

ccr

ccr

Fs

hcr

shear U bar

edge bars for

shear loads

U bars for axial

loads 0,5 x e

e

e

Lb

Lh

shear U bar

edge bars forshear loads

U bars for axial

loads0,5 x e

e

e

Lb

Lh A

Anchorage reinforcement bar can be removed if shear reinforcement can be wrapped around the cage

WAVY TAIL ALTERNATIVE REINFORCEMENT

Shear and Anchorage Reinforcement Diagram.

For cases with wall thickness from (100-150mm) please contact CFS.


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Alternative Shear Reinforcement

2 and 3 REBARS LONG WAVED ANCHORREBARS (2) (3)

Reinforcement arrangement either in red (1) or in green (2) alternative when shear is in two directions and wall panel thickness is low.

Bespoke information for different wall thickness and wavy tail socket sizes can be provided by CFS.

This reinforcement option allows shear lift in two directions. For more information about particular load case or standard data sheet please contact CFS.

Alternative Shear Reinforcement for square, rectangular and circular profile columns

Type A Type B Type C Type D

CFS-WAL-16-216 CFS-WAL-20-257 CFS-WAL-30-450 CFS-WAL-36-570

- CFS-WAL-24-360 - CFS-WAL-42-620

- - - CFS-WAL-52-880

Ø10 Ø12 Ø16 Ø20

6585 85

305 305 500

100

500 760 760 900 900

100 120 120 15015075 95 150


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CFS SPA THREADED SANDWICH PANEL LIFTER • CFS cranked SPA sandwich panel anchor can be designed according to your sandwich panel dimensions.

• Available sizes RD24, RD30, RD36,

• Please contact CFS with your panel dimensions.

Outer Leaf Insulation Inner Leaf

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 90° shear load 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.


Suitable for inclined pull up to max 45°

Colour tag

Factored Loads

d L g s Axial pull Fv

Angle pull ≤ 45°

mm kN

CFS-LL-12 0.5 Rd12 130 22 6 Orange 9.0 9.0

CFS-LL-16 1.2 Rd16 170 27 8 Red 17.0 17.0

CFS-LL-20 2 Rd20 210 35 10 Light Green 31.0 31.0

CFS-LL-24 2.5 Rd24 260 43 12 Black 39.0 39.0

CFS-LL-30 4 Rd30 340 56 16 Dark Green 50.0 50.0

CFS-LL-36 6.3 Rd36 380 68 18 Blue 79.0 79.0

CFS-LL-42 8 Rd42 420 80 20 Grey 102.0 102.0

CFS-LL-52 12.5 Rd52 550 97 26 Yellow 175.0 175.0

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

[email protected] · www.schroeder-neuenrade.de10

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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 45°inclined pull only

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

[email protected] · www.schroeder-neuenrade.de10

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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 45°inclined pull only

45° minimum anglefor lifting

90° minimumangle for lifting

h

le

Safeworking load

Size = Type

Flat side for tightening by hand

Max. clearance between upper

and lowerpart >S<

45° minimum angle for lifting

M - thread available. Please contact CFS.


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Dimensions of Rotating Eye (mm) Axial load Angle load <45º Shear load

M D1 e kN

CFS-RE-10 0.4 M10 36.5 18 10 7 5

CFS-RE-12 0.5 M12 36.5 18 14 10 7

CFS-RE-16 1.2 M16 36.5 20 28 20 14

CFS-RE-20 2 M20 52 30 50 35 25

CFS-RE-24 2.5 M24 57 30 80 56 40

CFS-RE-30 4 M30 70 35 120 95 67

CFS-RE-36 6.3 M36 81 50 150 120 100

CFS-RE-42 8 M42 81 60 150 140 125

CFS-RE-52 12.5 M52 81 78 250 235 180

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 a batch 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

9

AnschlagpunkteLifting Points

Die fortschrittlichste Generation der AnschlagwirbelThe advanced generation of attachment swivels

Anschlagart | Kind of attachment

Stück | 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 | CodeTragfähigkeit | 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 für die 2- und 3-/ 4-strängigen Anschlagketten die Tragfähigkeiten für 1-strängige 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

Stück | 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 | CodeTragfähigkeit | 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 für die 2- und 3-/ 4-strängigen Anschlagketten die Tragfähigkeiten für 1-strängige 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.

Load groups are matching socket load groups.

The following identification information is stencilled on every rotating eye.

Use and Operation

The rotating eye is screwed into the lifting anchor. Insert threaded bolt deep enough to achieve a close fit between the concrete and the base plate. If the unit is lifted the wide base plate is supported by the concrete, and an undesirable bending of the threaded bolt is prevented.

For correct installation of the rotating eye it is essential that the contact surface of the base plate is absolutely at right angles to the longitudinal axis of the lifting anchor.

If precast concrete units are being lifted with rotating eyes, it is recommended to install the lifting anchor with a large plastic nailing plate. The rotating eye body is tightened by hand against the concrete surface. Do not use smaller recesses than the eye diameter.

The rotating eye can turn in any direction against the base plate thus ensuring the correct direction of the inclined force. The rotating eye is not to be used to rotate precast elements.

Attention

Before attaching put link in the correct position.

Maintenance

Rotating eyes are filled with grease during production when first used. The compact design prevents penetration of dirt. However should dirt have collected in the interior of the rotating eye impairing an easy turning operation, the turning mechanism can be oiled.

IDENTIFICATION


h

le

Safe working load

Size = Type



and lowerpart >S<



h

le

Safeworking load

Size = Type



and lowerpart >S<



h

le

Safeworking load

Size = Type



and lowerpart >S<

Normal Size Max. Clearance S

0.5 - 1.4t 1.5mm

2.0 - 2.5t 1.5mm

3.0 - 6.7t 2.4mm

8.0 - 10.0t 3.2mm

15t 4.0mm

20.0 - 30.0t 4.5mm



h

le

Safeworking load

Size = Type



and lowerpart >S<Max. clearance between upper and lower part >5<


Safe working load

Size = Type


TH

RE

AD

ED

SY

ST

EM

S F

OR

LIF

TIN

G


* For resin case please contact CFS

Part No MAxial Capacity kN

CFS-VLBG-8 8 3

CFS-VLBG-10 10 6.3

CFS-VLBG-12 12 10

CFS-VLBG-16 16 15

CFS-VLBG-20 20 25

CFS-VLBG-24 24 40

CFS-VLBG-30 30 50

CFS-VLBG-36 36 70

CFS-VLBG-42 42 100

CFS-VLBG-48 48 200

RETRO POST FIXED LIFTING EYEThe CFS Retro Post Fixed Lifting 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. Safety factor 4:1 Loadable in any direction -40º

Please consult CFS for your individual application.

Retro Post Fixed Lifting Eye CFS-VLBG

• LIfting points pivots 360º. Suspension ring pivots 180º

• Optimum WLL with captive but exchangable ICE-corrosion resistant bolt

• Bracket adjustable in force direction

• Comprehensive range of threads

• Quick and easy installation with just one bolt connection

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 boltingManufacturer’s 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

BAR COUPLER RESIN FIXED

SOCKET ANCHOR OR THREADED RODRESIN FIXED

Resin Option Drilled Through Option

4 VLBG

F

3.3.2 Allowed lifting and turning operations

Pic. 1: Possible turning operation with the VLBG

The following turning operations are allowed• Turning operations where the load ring will be

turned into the load directionWARNING The load ring must not support itself at edges or other attachments.Also the attached lifting mean must not touch the head oft he bolt.

Pic. 2: Pivoting in load direction

• Turning operations where the VLBG will be turned around the bolt axle (exception: see chapter 3.3.3 Forbidden lifting and turning operations). After a full turn by 180° the torque of the bolt must be checked.

WARNING Observe the requested torque value before each lifting or turning operation.

3.3.3 Forbidden lifting and turning operations

The following operations are forbidden:WARNINGThe turning of the VLBG under load in the direction of the bolt axle (+15°) is forbidden.

Pic. 3: Forbidden turning direction at loading in the direction of the axle.

F 15°

4 VLBG

F











F 15°

6 VLBG

table 2: WLL in tons (above / top) and in lbs (below / bottom)

Method of lift

Number of legs 1 1 2 2 2 2 2 3 & 4 3 & 4 3 & 4 Angle of inclination <ß 0° 90° 0° 90° 0-45° 45-60° unsymm. 0-45° 45-60° unsymm. Factor 1 1 2 2 1.4 1 1 2.1 1.5 1

Type Thread WLL in metric tons, bolted and adjusted in the direction of pull

VLBG 0.3 t M 8 0.3 0.3 0.6 0.6 0.42 0.3 0.3 0.63 0.45 0.3 VLBG 0.63 t M 10 / 3/8“ 0.63 0.63 1.26 1.26 0.88 0.63 0.63 1.32 0.95 0.63VLBG 1 t M 12 / 1/2“ 1 1 2 2 1.4 1 1 2.1 1.5 1VLBG 1.2 t M 14 1.2 1.2 2.4 2.4 1.68 1.2 1.2 2.52 1.8 1.2VLBG 1.5 t M 16 / 5/8“ 1.5 1.5 3 3 2.1 1.5 1.5 3.15 2.25 1.5VLBG 2 t M 18 2 2 4 4 2.8 2 2 4.2 3 2VLBG 2.5 t M 20 / 3/4“ / 7/8“ 2.5 2.5 5 5 3.5 2.5 2.5 5.25 3.75 2.5 VLBG 2.5 t M22 2.5 2.5 5 5 3.5 2.5 2.5 5.25 3.75 2.5 VLBG 4 t M 24 / M27 / 1“ 4 4 8 8 5.6 4 4 8.4 6 4VLBG 5 t M 30 / 1 1/4“ 5 5 10 10 7 5 5 10.5 7.5 5VLBG 7 t M 36 7 7 14 14 9.8 7 7 14.7 10.5 7VLBG 8 t M 36 / 1 1/2“ 8 8 16 16 11.2 8 8 16.8 12 8VLBG 10 t M 42 10 10 20 20 14 10 10 21 15 10VLBG 15 t M 42 15 15 30 30 21 15 15 31.5 22.5 15VLBG 20 t M 48 / 2“ 20 20 40 40 28 20 20 42 30 20

Type Thread WLL in lbs, bolted and adjusted in the direction of pull

VLBG 0.3 t M 8 660 660 1320 1320 925 660 660 1400 990 660

VLBG 0.63 t M 10 / 3/8“ 1400 1400 2800 2800 1940 1400 1400 2910 2080 1400

VLBG 1 t M 12 / 1/2“ 2200 2200 4400 4400 3080 2200 2200 4620 3300 2200

VLBG 1.2 t M 14 2640 2640 5280 5280 3700 2640 2640 5545 3960 2640

VLBG 1.5 t M 16 / 5/8“ 3300 3300 6600 6600 4620 3300 3300 6930 4950 3300

VLBG 2 t M 18 4400 4400 8800 8800 6160 4400 4400 9250 6600 4400

VLBG 2.5 t M 20 / 3/4“ / 7/8“ 5500 5500 11000 11000 7700 5500 5500 11550 8250 5500

VLBG 2.5 t M22 5500 5500 11000 11000 7700 5500 5500 11550 8250 5500

VLBG 4 t M 24 / M 27 / 1“ 8800 8800 17600 17600 12320 8800 8800 18480 13200 8800

VLBG 5 t M 30 / 1 1/4“ 11000 11000 22000 22000 15400 11000 11000 23100 16500 11000

VLBG 7 t M 36 15400 15400 30800 30800 21500 15400 15400 32350 23100 15400

VLBG 8 t M 36 / 1 1/2“ 17600 17600 35200 35200 24640 17600 17600 36960 26400 17600

VLBG 10 t M 42 22000 22000 44000 44000 30800 22000 22000 46200 33000 22000

VLBG 15 t M 42 33000 33000 66000 66000 46200 33000 33000 69300 49500 33000

VLBG 20 t M 48 / 2“ 44000 44000 88000 88000 61600 44000 44000 92400 66000 44000

Forbidden! (Overhead loading)

F

Pic. 4: Overhead loading

4 VLBG

F











F 15°

BAR COUPLER RESIN FIXED

SOCKET ANCHOR OR THREADED RODRESIN FIXED

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.

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 recess plate produces a recess into which a lifting loop or a rotating eye can be threaded.

D1

Rd

h

D1

Rd

h

EG

C

D

FG

C

D

D2

h

D1

Part NoDimensions mm

ColourRd D1 h

CFS-NP-12 M/Rd 12 58 10 Orange

CFS-NP-16 M/Rd 16 58 10 Red

CFS-NP-20 M/Rd 20 65 10 Light Green

CFS-NP-24 M/Rd 24 90 10 Black

CFS-NP-30 M/Rd 30 90 10 Dark Green

CFS-NP-36 M/Rd 36 96 or 100 10 Blue

CFS-NP-42 M/Rd 42 96 or 100 10 Grey

CFS-NP-52 M/Rd 52 96 or 100 10 Yellow

Part NoThread Adhesion D1 D2 h

mm kPa mm

CFS-MAG-12 12 50 50.9 47 10

CFS-MAG-16 16 50 59.2 56 10

CFS-MAG-20 20 100 73.5 70 10

CFS-MAG-24 24 100 78.2 74 12

CFS-MAG-30 30 120 94.2 90 12

CFS-MAG-36 36 120 105.2 101 12

CFS-MAG-42 42 120 115.3 110 15

CFS-MAG-52 52 120 135.3 130 15

D1

Rd

h

Part NoDimensions mm

Rd D1 h

CFS-SSC-12 M/Rd 12 58 10

CFS-SSC-16 M/Rd 16 58 10

CFS-SSC-20 M/Rd 20 65 10

CFS-SSC-24 M/Rd 24 90 10

CFS-SSC-30 M/Rd 30 90 10

CFS-SSC-36 M/Rd 36 96 or 100 10

CFS-SSC-42 M/Rd 42 96 or 100 10

CFS-SSC-52 M/Rd 52 96 or 100 10

Architectural Stainless Steel cap for lifting sockets

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.


ACCESSORIESSeal Cap

For using directly in sockets and other threaded products for capping of socket threads.

Part No For Lifting AnchorDimensions mm

ØL Ød

CFS-CAPG-12 M/Rd 12 18.5 12

CFS-CAPG-16 M/Rd 16 25.5 16

CFS-CAPG-20 M/Rd 20 32.5 20

CFS-CAPG-24 M/Rd 24 35.5 24

CFS-CAPG-30 M/Rd 30 44.0 30

CFS-CAPG-36 M/Rd 36 52.5 36

CFS-CAPG-42 M/Rd 42 55.9 42

CFS-CAPG-52 M/Rd 52 69.5 52

threaded systems for lifting 02 - cfsfixings.com sockets_lr.pdf · mi n ds d mi n 0 ° d min l1 f q...

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