precast-concrete-sec2-lifting and fixing sockets.pdf

12
www.cfsfixings.com 2 Contents Page Lifting Socket Systems Tube Lifting Sockets 2-1 Lifting Sockets Economy Range 2-2 Wavy Tail Anchors 2-3 Waved Anchors or Socket with Additional Reinforcement 2-4 Additional Reinforcement for CFS Waved / Socket systems 2-5 Flat Steel Anchors 2-9 Additional Reinforcement for Flat Steel Anchors 2-10 Crown Foot Anchor 2-11 Lifting Loop 2-12 Rotating Eye 2-13 Fixing Sockets Fixing Socket Cross Hole 2-15 Fixing Socket Bent 2-16 Solid Rod Lifting and Fixing Sockets 2-17 Accessories Plastic and Steel Recess Plates 2-18 Steel Recess Disc for Use with CFS Rotating Eyes 2-19 Magnetic Fixing For Sockets 2-19 Marking Recess Disc with Fixing 2-20 Electric Tube Magnets 2-21 Electrical Box Magnets 2-21 Seal Caps 2-22 Lifting and Fixing Socket Systems LIFTING AND FIXING SOCKET SYSTEMS

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  • www.cfsfixings.com 2

    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

    ING SO

    CKET SYSTEM

    S

  • www.cfsfixings.com 2-22-1 www.cfsfixings.com

    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

    ING SO

    CKET SYSTEM

    S

  • www.cfsfixings.com 2-42-3 www.cfsfixings.com

    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

    LIFTING AND FIX

    ING SO

    CKET SYSTEM

    S

    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

  • www.cfsfixings.com 2-62-5 www.cfsfixings.com

    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

    ING SO

    CKET SYSTEM

    S

    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

  • www.cfsfixings.com 2-82-7 www.cfsfixings.com

    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

    ING SO

    CKET SYSTEM

    S

    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

  • www.cfsfixings.com 2-102-9 www.cfsfixings.com

    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: [email protected]

    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: [email protected]

    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

    ING SO

    CKET SYSTEM

    S

  • 2-11 www.cfsfixings.com www.cfsfixings.com 2-12

    LIFTING AND FIX

    ING SO

    CKET SYSTEM

    S

    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