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Contents Page

Lifting Socket Systems

TubeLiftingSockets 2-1

LiftingSocketsEconomyRange 2-2

WavyTailAnchors 2-3

WavedAnchorsorSocketwithAdditionalReinforcement 2-4

AdditionalReinforcementforCFSWaved/Socketsystems 2-5

FlatSteelAnchors 2-9

AdditionalReinforcementforFlatSteelAnchors 2-10

CrownFootAnchor 2-11

LiftingLoop 2-12

RotatingEye 2-13

Fixing Sockets

FixingSocketCrossHole 2-15

FixingSocketBent 2-16

SolidRodLiftingandFixingSockets 2-17

Accessories

PlasticandSteelRecessPlates 2-18

SteelRecessDiscforUsewithCFSRotatingEyes 2-19

MagneticFixingForSockets 2-19

MarkingRecessDiscwithFixing 2-20

ElectricTubeMagnets 2-21

ElectricalBoxMagnets 2-21

SealCaps 2-22

LiftingandFixingSocketSystems

LIFTING AND FIX

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TubeLiftingSocketsLiftingsocketscanbeusedforawiderangeofprecastapplications.Pleaseseeapplicationguide.

High-gradeprecisionsteeltube(20CroMo)withzinc-platedfinish.Alsoavailablestainlesssteel,seepages2-2and2-17

Rdthread

LiftingSocketsprovideindividualSafeWorkingLoadsfrom5kNupto125kN,dependingonsizespecified.

g

h

e

d

g

h

e

dLiftingSocketsEconomyRangeAneconomicalrangeofflatendliftingsocketsforloadsupto20kN.Availableinelectroplatedandstainlesssteel.

Zincplated/StainlessSteelGrade304

Forliftingreinforcementrequirementspleaseseepages25to28inclusive.

Dimensions

Part mmelbissimdA.oN traP.oN

Zinc plated S/S Load kN d e h g

CFS-LSE-12-60 CFS-LSES-12-601 15 12 20 160 10

CFS-LSE-16-75/80 CFS-LSES-16-75/801 12 16 22 75/80 13

CFS-LSE-20-95/100 CFS-LSES-20-95/100 20 20 25 95/100 16

Other larger sizes available on request.

LIFTING AND FIX

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WavyTailAnchorsForadditionalreinforcementpleaseseepages27and28.

e

f

cg

L

d D

e

f

cg

L

d D

e

f

cg

L

d D

e

f

cg

L

d D

e

f

cg

L

d D

e

f

cg

L

d D

Wavy Tail Anchor long type

Wavy Tail Anchor short type

WavedAnchorsorSocketwithAdditionalReinforcementThewavedanchorisusedtotransportpre-castconcreteelementsofvaryingdimensions.Elementswithsmalldimensions,forexamplethinfacingpanels(structurallayerofsandwichpanels),beamsorcolumns,canalleasilybetransportedusingthewavedanchor.

Element Rotating Eye/Lifting Loop Rotating Eye MinimumThread Load- Thickness Axial Lift Diagonal Lift up to 45 Transverse Lift Edge

Part No. Rd group d mm 15N/mm2 25N/mm2 15N/mm2 25N/mm2 15N/mm2 25N/mm2 Distance ar160 12.5 12.5

CFS-WAL-12-13712 0.5 180 15 15 15 15 150

CFS-WAS-12-108100 15.0 15.0

170 16.0 16.0CFS-WAL-16-216 180 16.3 18.9CFS-WAS-16-167

16 1.2100

12 12 12 1218.8 12.0

200

120 11.4 12.0180 19.5 15.9 19.8

CFS-WAL-20-257 100 19.6 13.7CFS-WAS-20-187

20 2.0120

20 20 20 2012.9 18.0

250

140 15.8 20.0100 18.6 14.0

CFS-WAL-24-360 120 13.1 18.4CFS-WAS-24-240

24 2.5140

25 25 25 2516.5 23.1

300

160 20.2 25.0120 13.7 19.1

CFS-WAL-30-45030 4.0 140 40 40 40 40 17.2 24.0 350

CFS-WAS-30-300160 21.0 29.3140 55.7 55.7 17.6 24.6

CFS-WAL-36-570 1606363 63

21.5 30.1CFS-WAS-36-380

36 6.3180 63 25.6 35.9

400

200 26.7 42.0160 72.6 72.6 22.3 31.2

CFS-WAL-42-620 180 77 80 77 8026.6 37.2

CFS-WAS-42-45042 8.0

200 63 31.1 43.6450

220 80 33.0 50.3200 34.1 47.9220 39.3 55.3

CFS-WAL-52-880 52 12.5 240 125 125 125 125 44.8 63.0 550260 50.5 71.0280 56.6 79.4

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAL-12-137 0.5 Rd 12137 16 18 22 20

CFS-WAL-16-216 1.2 Rd 16216 21.5 12 27 30

CFS-WAL-20-257 2.0 Rd 20257 27 16 35 35

CFS-WAL-24-360 2.5 Rd 24360 32 20 43 40

CFS-WAL-30-450 4.0 Rd 30450 38 20 56 50

CFS-WAL-36-570 6.3 Rd 36570 48 25 69 62

CFS-WAL-42-620 8.0 Rd 42620 54 28 80 70

CFS-WAL-52-880 12.5 Rd 52880 70 28 90 80

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAS-12-108 0.5 Rd 12108 16 18 22 20

CFS-WAS-16-167 1.2 Rd 16167 21.5 12 27 30

CFS-WAS-20-187 2.0 Rd 20187 27 16 35 35

CFS-WAS-24-240 2.5 Rd 24240 32 20 43 40

CFS-WAS-30-300 4.0 Rd 30300 38 20 56 50

CFS-WAS-36-380 6.3 Rd 36380 48 25 69 62

CFS-WAS-42-450 8.0 Rd 42450 54 28 80 70

Element Rotating Eye/Lifting Loop Rotating Eye MinimumThread Load- Thickness Axial Lift Diagonal Lift up to 45 Transverse Lift Edge

Part No. Rd group d mm 15N/mm2 25N/mm2 15N/mm2 25N/mm2 15N/mm2 25N/mm2 Distance ar160 12.5 12.5

CFS-WAL-12-13712 0.5 180 15 15 15 15 150

CFS-WAS-12-108100 15.0 15.0

170 16.0 16.0CFS-WAL-16-216 180 16.3 18.9CFS-WAS-16-167

16 1.2100

12 12 12 1218.8 12.0

200

120 11.4 12.0180 19.5 15.9 19.8

CFS-WAL-20-257 100 19.6 13.7CFS-WAS-20-187

20 2.0120

20 20 20 2012.9 18.0

250

140 15.8 20.0100 18.6 14.0

CFS-WAL-24-360 120 13.1 18.4CFS-WAS-24-240

24 2.5140

25 25 25 2516.5 23.1

300

160 20.2 25.0120 13.7 19.1

CFS-WAL-30-45030 4.0 140 40 40 40 40 17.2 24.0 350

CFS-WAS-30-300160 21.0 29.3140 55.7 55.7 17.6 24.6

CFS-WAL-36-570 1606363 63

21.5 30.1CFS-WAS-36-380

36 6.3180 63 25.6 35.9

400

200 26.7 42.0160 72.6 72.6 22.3 31.2

CFS-WAL-42-620 180 77 80 77 8026.6 37.2

CFS-WAS-42-45042 8.0

200 63 31.1 43.6450

220 80 33.0 50.3200 34.1 47.9220 39.3 55.3

CFS-WAL-52-880 52 12.5 240 125 125 125 125 44.8 63.0 550260 50.5 71.0280 56.6 79.4

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAL-12-137 0.5 Rd 12137 16 18 22 20

CFS-WAL-16-216 1.2 Rd 16216 21.5 12 27 30

CFS-WAL-20-257 2.0 Rd 20257 27 16 35 35

CFS-WAL-24-360 2.5 Rd 24360 32 20 43 40

CFS-WAL-30-450 4.0 Rd 30450 38 20 56 50

CFS-WAL-36-570 6.3 Rd 36570 48 25 69 62

CFS-WAL-42-620 8.0 Rd 42620 54 28 80 70

CFS-WAL-52-880 12.5 Rd 52880 70 28 90 80

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAS-12-108 0.5 Rd 12108 16 18 22 20

CFS-WAS-16-167 1.2 Rd 16167 21.5 12 27 30

CFS-WAS-20-187 2.0 Rd 20187 27 16 35 35

CFS-WAS-24-240 2.5 Rd 24240 32 20 43 40

CFS-WAS-30-300 4.0 Rd 30300 38 20 56 50

CFS-WAS-36-380 6.3 Rd 36380 48 25 69 62

CFS-WAS-42-450 8.0 Rd 42450 54 28 80 70

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Element Rotating Eye/Lifting Loop Rotating Eye MinimumThread Load- Thickness Axial Lift Diagonal Lift up to 45 Transverse Lift Edge

Part No. Rd group d mm 15N/mm2 25N/mm2 15N/mm2 25N/mm2 15N/mm2 25N/mm2 Distance ar160 12.5 12.5

CFS-WAL-12-13712 0.5 180 15 15 15 15 150

CFS-WAS-12-108100 15.0 15.0

170 16.0 16.0CFS-WAL-16-216 180 16.3 18.9CFS-WAS-16-167

16 1.2100

12 12 12 1218.8 12.0

200

120 11.4 12.0180 19.5 15.9 19.8

CFS-WAL-20-257 100 19.6 13.7CFS-WAS-20-187

20 2.0120

20 20 20 2012.9 18.0

250

140 15.8 20.0100 18.6 14.0

CFS-WAL-24-360 120 13.1 18.4CFS-WAS-24-240

24 2.5140

25 25 25 2516.5 23.1

300

160 20.2 25.0120 13.7 19.1

CFS-WAL-30-45030 4.0 140 40 40 40 40 17.2 24.0 350

CFS-WAS-30-300160 21.0 29.3140 55.7 55.7 17.6 24.6

CFS-WAL-36-570 1606363 63

21.5 30.1CFS-WAS-36-380

36 6.3180 63 25.6 35.9

400

200 26.7 42.0160 72.6 72.6 22.3 31.2

CFS-WAL-42-620 180 77 80 77 8026.6 37.2

CFS-WAS-42-45042 8.0

200 63 31.1 43.6450

220 80 33.0 50.3200 34.1 47.9220 39.3 55.3

CFS-WAL-52-880 52 12.5 240 125 125 125 125 44.8 63.0 550260 50.5 71.0280 56.6 79.4

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAL-12-137 0.5 Rd 12137 16 18 22 20

CFS-WAL-16-216 1.2 Rd 16216 21.5 12 27 30

CFS-WAL-20-257 2.0 Rd 20257 27 16 35 35

CFS-WAL-24-360 2.5 Rd 24360 32 20 43 40

CFS-WAL-30-450 4.0 Rd 30450 38 20 56 50

CFS-WAL-36-570 6.3 Rd 36570 48 25 69 62

CFS-WAL-42-620 8.0 Rd 42620 54 28 80 70

CFS-WAL-52-880 12.5 Rd 52880 70 28 90 80

SWL Model g = min.

Part No. tonnes d L D mm c mm e mm c 2.5

CFS-WAS-12-108 0.5 Rd 12108 16 18 22 20

CFS-WAS-16-167 1.2 Rd 16167 21.5 12 27 30

CFS-WAS-20-187 2.0 Rd 20187 27 16 35 35

CFS-WAS-24-240 2.5 Rd 24240 32 20 43 40

CFS-WAS-30-300 4.0 Rd 30300 38 20 56 50

CFS-WAS-36-380 6.3 Rd 36380 48 25 69 62

CFS-WAS-42-450 8.0 Rd 42450 54 28 80 70

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AdditionalReinforcementforusewithCFSWavedandSocketSystemsFollowsteps1,2,3,4.

l1 Diameterof bending

include angleMin 0Max 60

ar

d

ar

d

l1 Diameterof bending

include angleMin 0Max 60

ar

d

ar

d

Step 1

Checkelementdimension

Socket system Waved Anchor system

PermissibleLoadCapacityoftheLiftingSocketorWavedAnchorunderAxialLift.

Step 2

CheckSocketAnchorageReinforcement

Schematic drawing showing bar through socket

Loading kN

1015

20

270220

170

350320

250

490420

340

520440

370

730660

520

15 12 20 25 40 63 80 125

Bar Diameter ds mm 16 10 12 14 16 20 25 28

Diameter of Bending dbr mm 24 40 48 56 64 140 175 196

N/mm2

9 05 9 07 13 08

8 02 8 04 11 09

6 03 6 05 9 00

1Length l (mm)Concrete Strength Socket anchor bar

Thread Rd 12 16 20 24 30 36 42 52

LIFTING AND FIX

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Permissible Minimum Minimum Basic

Thread Loading Element Thickness Edge Distance Reinforcement

Part No. Rd kN d mm ar mm mm2/mCFS-M/RD 12 12 5 160 200 131

16 12 170 250 131

20 20 190 300 188

24 25 100 350 188

30 40 120 400 211

36 63 200 450 211

42 80 240 500 211

52 125 280 600 211

CFS-M/RD 16

CFS-M/RD 42

CFS-M/RD 52

CFS-M/RD 20CFS-M/RD 24

CFS-M/RD 30

CFS-M/RD 36

Waved/Socket

Waved/SocketWaved/SocketWaved/Socket

Waved/Socket

Waved/Socket

Waved/Socket

Waved/Socket

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Step 3

CheckadditionalreinforcementforLiftingChainsthatarenotvertical

ar according table

L sd s1 dsB

20mm

L

45

LSar according table

L sd s1 dsB

20mm

L

45

LS

Required when b 15.

Additional reinforcement is required when b 15

Step 4

Checkadditionalreinforcementfortiltingpanelsfromhorizontaltovertical

ar according table

L sd s1 dsB

20mm

L

45

LS

Shear pull

AdditionalRadialReinforcement

LIFTING AND FIX

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Part d.oN s mm l mm dbr mm Total Length mm

CFS-M/RD 12 Waved/Socket 18 100 18 1230

CFS-M/RD 16 Waved/Socket 18 300 23 1640

CFS-M/RD 20 Waved/Socket 10 400 28 1840

CFS-M/RD 24 Waved/Socket 12 500 33 1050

CFS-M/RD 30 Waved/Socket 14 600 40 1260

CFS-M/RD 36 Waved/Socket 16 750 48 1580

CFS-M/RD 42 Waved/Socket 16 900 56 1890

CFS-M/RD 52 Waved/Socket 20 900 69 1910

Part d.oN s1mm L smm d smm L mm dbr mm Total Length mm

CFS-M/RD 12 Waved/Socket 8 500 8 150 32 460

CFS-M/RD 16 Waved/Socket 8 500 8 300 32 770

CFS-M/RD 20 Waved/Socket 10 500 10 300 40 840

CFS-M/RD 24 Waved/Socket 12 500 12 500 48 1270

CFS-M/RD 30 Waved/Socket 12 500 12 600 56 1510

CFS-M/RD 36 Waved/Socket 12 500 16 750 64 1860

CFS-M/RD 42 Waved/Socket 16 500 16 900 64 2050

CFS-M/RD 52 Waved/Socket 16 500 20 900 140 2370

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L3

L2

150

aA

ar

ar

L

H

D

L1

H

L3

L2

150

aA

ar

ar

L

H

D

L1

H

FlatSteelAnchorsFlatSteelAnchorsareusedforliftingofprecastconcreteunitsofminimalthicknessforappliedreinforcementseepage2-10.

AdditionalReinforcementforFlatSteelAnchors

L3

L2

150

aA

ar

ar

L

H

D

L1

H

Typical setting out of Anchors in a Slab

Part mm snoisnemiDelbissimreP.oN

Zinc Plated Load kN

CFS-FA-12 5 Rd12 15 35 30

CFS-FA-16 12 Rd16 21 50 35

CFS-FA-20 20 Rd20 27 60 47

CFS-FA-24 25 Rd24 31 80 54

CFS-FA-30 40 Rd30 39.5 100 72

CFS-FA-36 63 Rd36 47 130 84

CFS-FA-42 80 Rd42 54 130 98

CFS-FA-52 125 Rd52 67.2 150 117

Also available in Stainless Steel on requestPlate size may vary, Information is a guide only

D L* HSize

210

THREADED LIFTING AND FIXING SOCKET SYSTEMS

Construction Fixing Systems tel: 01491 576466 fax: 01491 578166 e-mail: sales@cfs-fixings.co.uk

Minimum Minimum

Additional Reinforcement Element Edge Minimum

ds h L3 L2 L1 Thickness Distance Distance

Thread Size mm mm mm mm mm d mm ar mm aA mm

12 mm 16 30 330 60 60 170 180 1350

16 mm 18 35 420 70 70 185 250 1500

20 mm 18 40 640 80 80 100 300 1600

24 mm 10 50 640 100 100 115 400 1800

30 mm 12 55 830 110 110 140 500 1000

36 mm 14 60 1140 140 120 170 650 1300

42 mm 16 60 1250 140 120 185 650 1300

52 mm 20 70 1530 140 150 210 750 1500

ADDITIONAL REINFORCEMENT FOR FLAT STEEL ANCHORS

L3

L2

150

Typical setting out of Anchors in a Slab

aA

ar

ar

29

THREADED LIFTING AND FIXING SOCKET SYSTEMS

Construction Fixing Systems tel: 01491 576466 fax: 01491 578166 e-mail: sales@cfs-fixings.co.uk

L

L

H

D

FLAT STEEL ANCHORS

Flat Steel Anchors are used for liftingof precast concrete units of minimalthickness for applied reinforcement seepage 210.

Part No. Permissible Dimensions mm

Zinc Plated Load kN d D L* H

CFS-FA-12 5 Rd12 1.75 15 35 30

CFS-FA-16 12 Rd16 2.00 21 50 35

CFS-FA-20 20 Rd20 2.50 27 60 47

CFS-FA-24 25 Rd24 3.00 31 80 54

CFS-FA-30 40 Rd30 3.50 39.5 100 72

CFS-FA-36 63 Rd36 4.00 47 130 84

CFS-FA-42 80 Rd42 4.50 54 130 98

CFS-FA-52 125 Rd52 5.00 67.2 150 117

Also available in Stainless Steel on requestPlate size may vary, Information is a guide only

2-9

LIFTING AND FIX

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LIFTING AND FIX

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CrownFootAnchorTheCFSCrownFootAnchorsaresuitableforliftingthelightweightflatpre-castconcreteunits,suchasthefloorpanels,flatslabsetc.Theadvantageisthatinmostcasesnoadditionalreinforcementisneededastheloadistransferredthroughthecrownfoottotheconcrete.Alsosuitableforusewithourliftshaftsuspensioneyes.

M

e

D1

Lift

Load Overall Overall Thread Minimum Edge

Description Group Thread diameter length

Plated kN Size Rd D L e Ar (mm)

CFS-CRA-16-80 180 32 120

CFS-CRA-20-100 20 20 27 100 40 150

CFS-CRA-24-115* 25 24 31 115 48 172

CFS-CRA-30-120 40 30 40 120 350

CFS-CRA-30-150* 40 30 40 150 60 225

* Minimum concrete strength 20 N/mm2

12 16 21

60

depth Distance

45minimum anglefor lifting

h

le

Safeworking load

Size = Type

Flat side for tightening by hand

Max. clearance between upper

and lowerpart >SSSS