TRAN t s - CLPT · CLPT: combining deep experience with professionalisation CLPT was founded in 1995 and has more than 20 years of experience in serving precast concrete customers

T R A N S P O R T a n d L I F T I N G S t r i p a n c h o r s

2 D - s y s t e m

p r e c a s t c o n c r e t e s o l u t i o n s

f i x i n g l i f t i n g c o n n e c t i n g

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CLPT: combining deep exper ience with professional isat ion

CLPT was founded in 1995 and has more than 20 years o f exper ience in serv ing p recas t concre te cus tomers . New owners and a new management team came in to p lace in 2013 prov id ing a new dr ive to the company. Focus ing on fu r ther p ro fess iona l i sa t ion w i l l l ead to enhanced serv ice to our cus tomers and con t inued growth in Europe.CLPT prov ides a w ide and comple te range o f essent ia l p roduc ts to the p recas t - and bu i ld ing indus t ry to suppor t l i f t i ng , f i x ing and connec t ing . CLPT s tands fo r the h ighes t qua l i t y and sa fe ty a t a good and fa i r p r i ce . Cus tomer de l igh t i s our pass ion .

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Contents

L i f t ing r ing CLUTCH (eye)L i f t ing r ing CLUTCH (eye) w i th loopL i f t ing S t r ip FLAT anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAF anchorL i f t ing S t r ip SPREAD anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAS anchor, BEAMS Load capac i ty and ins ta l la t ion d imens ions o f the HAS anchor, SLABS Load capac i ty and ins ta l la t ion d imens ions o f the HAS anchor, THIN ELEMENTSLi f t ing S t r ip ERECTION anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAE anchorL i f t ing S t r ip ERECTION anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAE/1 anchorL i f t ing S t r ip ERECTION anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAE-1 ,25 anchorL i f t ing / Erec t ion SPREAD Anchor WITH PLASTIC CAPLi f t ing S t r ip SANDWICH anchorLoad capac i ty and ins ta l la t ion d imens ions o f the HASW anchorL i f t ing S t r ip FOOT anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAV anchorL i f t ing S t r ip PLATE anchor Load capac i ty and ins ta l la t ion d imens ions o f the HAP anchorRubber RECESS FORMERMount ing P la teHo ld ing Screw Magnet rubber RECESS FORMERPLASTIC RECESS fo rmer

C.L .P.T. Produc t Range

44 - 55 - 66 - 88 - 9

10 - 1111 - 1212 - 15

1616 - 17

1718 - 19

1920202122 2223

23 - 24242525

25 - 262626

27

HAL2HAL1

HAF

HAS

HAE

HAE/1

HAE-1 ,25

HAEP HASW

HAV

HAP

HARHAMPHAHSHARMHARP

4


HAL2 L i f t ing eyes ( r ing clutch)

HAL1- L i f t ing eyes (clutch) with loop

Ring c lu tch w i th shake l fo r manua l re lease .F in ish ing : Z inc P la ted

The HAL L i f t ing c lu tches a re made o f an age res is tance h igh qua l i t y s tee l .They a re d is igned w i th a sa fe ty fac to r o f x 5 the work ing load .When used in con junc t ion w i th the 2 - Ho le anchers and cas t in in to the concre te there i s a sa fe ty fac to r o f a t leas t x 3 the work ing load .

Test ing each hook before de l ivery, a l l hooks are de l ivered wi th cer t i f icate

HAL2Zinc Plated

Load group tonnes

Anchorstonnes

Dimens ions mmWeigh tKg/pcL B C

HAL2-025 2,5 0,7 - 2,5 265 70 27 1,80

HAL2-050 5,0 3,0 - 5,0 330 85 36 3,80

HAL2-100 10,0 5,3 - 10,0 425 110 50 9,70

HAL2-260 26,0 12,5 - 26,0 605 165 72 26,00

Ring c lu tch w i th w i re cab les fo r manua l re lease .F in ish ing : Z inc P la ted

B

L

C

L

A C


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HAL2Zinc Plated

Load group tonnes

Anchorstonnes

Dimens ions mmWeigh tKg/pcL B C

HAL2-025 2,5 0,7 - 2,5 265 70 27 1,80

HAL2-050 5,0 3,0 - 5,0 330 85 36 3,80

HAL2-100 10,0 5,3 - 10,0 425 110 50 9,70

HAL2-260 26,0 12,5 - 26,0 605 165 72 26,00

HAL1Zinc Plated

Load group tonnes

Anchorstonnes

Dimens ions mmWeigh tKg/pcC A L

HAL1-01,25 1,25 0,70 - 1,25 20 8 320 0,56

HAL1-0025 2,5 1,40 - 2,50 27 14 560 1,60

HAL1-0050 5,0 3,00 - 5,00 36 18 595 3,80

HAL1-0100 10,0 5,30 - 10,00 50 22 702 8,20

Test ing each hook before del ivery, a l l hooks are del ivered with cert i f icate

Li f t ing Str ip FLAT Anchor HAF

Two ho le f la t l i f t i ng s t r ip anchor HAF.

Mater ia l : S t 52 .3 (S355J2G3)

The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .F in ish ing : B lack , Z inc p la ted (ZP) and Hot d ipped ga lvan ized (HDG) .The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to x 3 the work ing load . A rebar must be passed th rough the c ross ho le to t rans fe r the load in to the concre te .

F in ish ing : B lack (SB)F in ish ing : Hot D ipped Ga lvan ised (HDG)F in ish ing : Z inc P la ted (ZP) , on reques t .

L

A B

The HAL1 L i f t ing c lu tches a re made o f an age res is tance h igh qua l i t y s tee l .They a re d is igned w i th a sa fe ty fac to r o f x 5 the work ing load . When used in con junc t ion w i th the 2 - Ho le anchers and cas t in in to the concre te there i s a sa fe ty fac to r o f a t leas t x 3 the work ing load . The loop i s p roduced o f z inc so l id w i re rope .

6


HAF-SBBlack

HAF-HDG Hot Dip Galvanised

Load Group

Tonnes

Ax ia l Capac i t ies

Load KgLengthL mm

Dimens ions mm

A - B th ickness CHAF-007-090-SB HAF-007-090-HDG

2,5

700 90 30 - 14 5HAF-014-090-SB HAF-014-090-HDG 1.400 90 30 - 14 6HAF-020-090-SB HAF-020-090-HDG 2.000 90 30 - 14 8HAF-025-090-SB HAF-025-090-HDG 2.500 90 30 - 14 10HAF-030-120-SB HAF-030-120-HDG

5,03.000 120 40 - 18 10

HAF-040-120-SB HAF-040-120-HDG 4.000 120 40 - 18 12HAF-050-120-SB HAF-050-120-HDG 5.000 120 40 - 18 15HAF-053-160-SB HAF-053-160-HDG

10,05.300 160 60 - 26 12

HAF-075-160-SB HAF-075-160-HDG 7.500 160 60 - 26 16HAF-100-170-SB HAF-100-170-HDG 10.000 170 60 - 30 20HAF-125-240-SB HAF-125-240-HDG

26,0

12.500 240 80 - 35 20HAF-140-240-SB HAF-140-240-HDG 14.000 240 80 - 35 20HAF-170-240-SB HAF-170-240-HDG 17.000 240 80 - 35 26HAF-220-240-SB HAF-220-240-HDG 22.000 300 80 - 35 26HAF-220-300-SB HAF-220-300-HDG 22.000 300 90 - 35 30HAF-260-300-SB HAF-260-300-HDG 26.000 300 120 - 65 30

Designat ionHAF

Load Group

Tonnes

AnchorLength

mm

Spac ing (ez) be tw. Anchors

min . t i ckness(2 x e r ) un i t

Pu l l (Kg)

F < 30°

Ang led Pu l l (Kg) F > 30°

HAF-014-0902,5

90 500 80 1.400 1.120HAF-020-090 90 600 90 2.000 1.600HAF-025-090 90 600 100 2.500 2.000

Load Capaci ty, insta l lat ion d imensions of the anchor HAF

er er

Dimens ions and sa fe work ing loads a t concre te s t reng th o f >15 N / mm 2

Requ i red re in fo rcement fo r 2 Ho le F la t L i f t i ng Anchors , concre te s t reng th > 15 N/mm 2


0 2

HAF-030-1205,0

120 650 100 3.000 2.400HAF-040-120 120 700 110 4.000 3.200HAF-050-120 120 750 120 5.000 4.000HAF-075-160

10,0160 1200 130 7.500 6.000

HAF-100-170 165 1200 140 10.000 8.000HAF-140-240

26,0240 1500 160 14.000 11.200

HAF-220-300 300 1500 180 22.000 17.600HAF-260-300 300 1500 200 26.000 20.800

HAF Load Group

Tonnes

Add. re in f . ( * ) fo r pu l l d x l mm

Meshre in f .

Q bo th s ides

S ide Re in fo rce-ment

U- re in fo rc ing n x d x leng th

mmHAF-014

2,51x diam. 10 x 650 Q 131 constructive 2 x d.6 x 400 mm

HAF-020 1x diam. 12 x 800 Q 131 constructive 2 x d.6 x 500 mmHAF-025 1x diam. 12 x 1000 Q 131 constructive 2 x d.8 x 600 mmHAF-030

5,01x diam. 14 x 1000 Q 131 constructive 2 x d.8 x 700 mm

HAF-040 1x diam. 16 x 1200 Q 131 constructive 2 x d.8 x 700 mmHAF-050 1x diam. 16 x 1500 Q 131 constructive 2 x d.8 x 800 mmHAF-075 10,0 1x diam. 20 x 1750 Q 131 diam 10 2 x d.10 x800 mmHAF-100 1x diam. 25 x 1850 Q 131 diam 12 4 x d.10 x800 mmHAF-140

26,01x diam. 28 x 2350 Q 131 diam 14 4 x d.10 x 1000 mm

HAF-220 1x diam. 28 x 3000 Q 131 diam 14 4 x d.12 x 1200 mmHAF-260 1x diam. 28 x 3050 Q 131 diam 14 6 x d.12 x 1200 mm

Pul l (< 30°)

Ang led pu l l re in fo rc ing

Add. re in f . For pu l l ( * )

s ide re in fo rcement

F30° 30°


U - re in fo rc ing

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Li f t ing Str ip SPREAD Anchor HAS

The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .

Mater ia l : S t 52 .3 (S355J2G3)F in ish ing : B lack , Z inc p la ted (ZP) and Hot d ipped ga lvan ized (HDG) .The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to x 3 the work ing load .

D imens ions and sa fe work ing loads a t concre te s t reng th o f 15 N / mm 2


Desig-nat ionHAF

Load Group

Tonnes

Add. re in f . ( * ) fo r pu l l

d x l mm

Meshre in f .

Q bo th s ides

S ide Re in -fo rce-ment

U- re in fo rc ing n x d x leng th

mm

Angled pu l l re in fo rc ing n x d x leng th mm

HAF-0142,5

1x diam. 10 x 650 Q 131 8 4 x d.6 x 400 6 x 900HAF-020 1x diam. 12 x 800 Q 131 8 4 x d.6 x 500 8 x 950HAF-025 1x diam. 12 x 1000 Q 131 10 4 x d.8 x 600 8 x 1200HAF-030

5,01x diam. 14 x 1000 Q 131 10 4 x d.8 x 700 10 x 1150

HAF-040 1x diam. 16 x 1200 Q 131 12 4 x d.8 x 700 10 x 1500HAF-050 1x diam. 16 x 1500 Q 131 12 4 x d.10 x 800 12 x 1550HAF-075

10,01x diam. 20 x 1750 Q 131 12 4 x d.10 x800 14 x 2000

HAF-100 1x diam. 25 x 1850 Q 131 14 6 x d.10 x800 16 x 2300HAF-140

26,01x diam. 28 x 2350 Q 131 14 8 x d.10 x 1000 20 x 2600

HAF-220 1x diam. 28 x 3000 Q 131 16 8 x d.10 x 1200 25 x 3000HAF-260 1x diam. 28 x 3050 Q 131 16 8 x d.12 x 1200 28 x 3450

Angled Pul l (> 30°)


(*) reinforcement : Steel rebar Feb 500 or BSt 500S

A

L


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HAS-SBBlack

HAS-HDGHot Dip Galvanised

Load Group

Tonnes


Load KgLengthL mm

Dimens ions mm

A th icknessHAS-007-110-SB HAS-007-110-HDG

2,5

700 110 30 5HAS-014-110-SB HAS-014-110-HDG 1.400 110 30 6HAS-014-160-SB HAS-014-160-HDG 2.000 160 30 6HAS-020-130-SB HAS-020-130-HDG 2.000 130 30 8HAS-020-160-SB HAS-020-160-HDG 2.000 160 30 8HAS-020-210-SB HAS-020-210-HDG 2.000 210 30 8HAS-025-150-SB HAS-025-150-HDG 2.500 150 30 10HAS-025-200-SB HAS-025-200-HDG 2.500 200 30 10HAS-025-250-SB HAS-025-250-HDG 2.500 250 30 10HAS-030-160-SB HAS-030-160-HDG

5,0

3.000 160 40 10HAS-030-200-SB HAS-030-200-HDG 3.000 200 40 10HAS-030-280-SB HAS-030-280-HDG 3.000 280 40 10HAS-040-180-SB HAS-040-180-HDG 4.000 180 40 12HAS-040-240-SB HAS-040-240-HDG 4.000 240 40 12HAS-040-320-SB HAS-040-320-HDG 4.000 320 40 12HAS-050-180-SB HAS-050-180-HDG 5.000 180 40 15HAS-050-240-SB HAS-050-240-HDG 5.000 240 40 15HAS-050-400-SB HAS-050-400-HDG 5.000 400 40 15HAS-053-220-SB HAS-053-220-HDG

10,0

5.300 220 60 12HAS-053-260-SB HAS-053-260-HDG 5.300 260 60 12HAS-053-340-SB HAS-053-340-HDG 5.300 340 60 12HAS-075-260-SB HAS-075-260-HDG 7.500 260 60 16HAS-075-300-SB HAS-075-300-HDG 7.500 300 60 16HAS-075-420-SB HAS-075-420-HDG 7.500 420 60 16HAS-100-300-SB HAS-100-300-HDG 10.000 300 60 20HAS-100-370-SB HAS-100-370-HDG 10.000 370 60 20HAS-100-520-SB HAS-100-520-HDG 10.000 520 60 20HAS-140-370-SB HAS-140-370-HDG

26,0

14.000 370 80 20HAS-140-460-SB HAS-140-460-HDG 14.000 460 80 20HAS-220-500-SB HAS-220-500-HDG 22.000 500 80 26HAS-220-620-SB HAS-220-620-HDG 22.000 620 80 26

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( * ) t = h + concre te above the anchor head + concre te cover

Required reinforcement for 2 Hole Flat Lift ing Anchors, concrete strength > 15 N/mm2

HAS Anchor Lengthmm

Permitted Load

Kg

min He igh t o f the beam

min . edge d is tances mm min . spac ing

ez be tween cen ters

erB > 25N/mm 2

erB > 35 N/mm 2

HAS-007-110 110 700 200 35 35 280HAS-014-110 110 1.400 190 40 35 380HAS-014-160 160 1.400 290 35 35 530HAS-020-130 130 2.000 225 55 45 450HAS-020-160 160 2.000 285 40 35 570HAS-020-210 210 2.000 385 35 35 770HAS-025-150 150 2.500 260 65 50 520HAS-025-200 200 2.500 360 45 35 720HAS-025-250 250 2.500 460 35 35 920HAS-030-160 160 3.000 275 75 60 550HAS-030-200 200 3.000 350 60 45 710HAS-030-280 280 3.000 510 40 40 1025HAS-040-180 180 4.000 310 100 80 610HAS-040-240 240 4.000 425 70 55 850HAS-040-320 320 4.000 590 50 40 1175HAS-050-180 180 5.000 300 135 110 600HAS-050-240 240 5.000 420 95 75 840HAS-050-400 400 5.000 740 55 45 1480HAS-075-260 260 7.500 450 150 120 900HAS-075-300 300 7.500 530 125 100 1060HAS-075-420 420 7.500 770 85 70 1540HAS-100-300 300 10.000 515 190 150 1030HAS-100-370 370 10.000 655 150 120 1310

Load Capaci ty, insta l lat ion d imensions, BEAMS

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Load Capaci ty, insta l lat ion d imensions, SLABS


HAS Anchor Lengthmm

Permi t -ted Load

Kg

min th ickness

o f s lab mm

min . edge d is tances mm min . spac ing

ez be tween cen ters

erB > 25N/mm 2

erB > 35 N/mm 2

HAS-007-110 110 700 145 35 35 280HAS-014-110 110 1.400 145 50 40 380HAS-014-160 160 1.400 195 35 35 530HAS-020-130 130 2.000 165 70 55 450HAS-020-160 160 2.000 195 60 45 570HAS-020-210 210 2.000 245 45 35 770HAS-025-150 150 2.500 185 85 70 520HAS-025-200 200 2.500 235 65 50 720HAS-025-250 250 2.500 285 50 40 920HAS-030-160 160 3.000 195 100 80 550HAS-030-200 200 3.000 235 85 65 710HAS-030-280 280 3.000 315 60 50 1025HAS-040-180 180 4.000 215 135 105 610HAS-040-240 240 4.000 275 100 80 850HAS-040-320 320 4.000 355 75 60 1175HAS-050-180 180 5.000 215 180 145 600HAS-050-240 240 5.000 275 140 110 840HAS-050-400 400 5.000 435 85 65 1480HAS-075-260 260 7.500 300 215 175 900

HAS-100-520 520 10.000 955 100 80 1910HAS-140-370 370 14.000 615 250 200 1230HAS-140-460 460 14.000 795 190 150 1590HAS-220-500 500 22.000 850 320 260 1700HAS-220-620 620 22.000 1090 250 200 2180

12


HAS-075-300 300 7.500 340 190 150 1060HAS-075-420 420 7.500 460 135 110 1540HAS-100-300 300 10.000 340 275 220 1030HAS-100-370 370 10.000 410 225 180 1310HAS-100-520 520 10.000 560 160 130 1910HAS-140-370 370 14.000 410 335 285 1230HAS-140-460 460 14.000 500 285 230 1590HAS-220-500 500 22.000 540 480 385 1700HAS-220-620 620 22.000 660 385 310 2180

Load Capaci ty of the anchor HAS for th in e lements , insta l la-t ion d imensions.


HASblack

Load Group Tonnes

Anchor LengthL mm

Spac ing (ez) mm between Anchors

min . th ickness mmPul l(Kg)

F < 30°

Ang ledPu l l(Kg)

F > 30°

> 15N/mm 2

(2 x e r )

> 25N/mm 2

(2 x e r ) HAS-007-110

2,5

110 330 60 60 700 600HAS-014-110 110 330 75 60 1.400 1.100HAS-014-160 160 480 75 60 1.400 1100HAS-020-130 130 390 100 80 2.000 1.600HAS-020-160 160 480 100 80 2.000 1.600HAS-020-210 210 630 100 80 2.000 1.600HAS-025-150 150 450 120 90 2.500 2.000HAS-025-200 200 600 120 90 2.500 2.000HAS-025-250 250 750 120 90 2.500 2.000HAS-030-160

5,0

160 480 160 90 3.000 2.400HAS-030-200 200 600 120 90 3.000 2.400HAS-030-280 280 840 120 90 3.000 2.400HAS-040-180 180 540 210 130 4.000 3.200HAS-040-240 240 720 150 115 4.000 3.200

er er

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Required re inforcement of the anchor HAS for th in e lements .

Pul l (< 30°)


HAS-040-240 240 720 150 115 4.000 3.200HAS-040-320 320 960 150 115 4.000 3.200HAS-050-180 180 540 350 210 5.000 4.000HAS-050-240 240 720 180 140 5.000 4.000HAS-050-400 400 1200 180 140 5.000 4.000HAS-053-220

10,0

220 660 180 140 5.300 4.200HAS-053-260 260 780 160 130 5.300 4.200HAS-053-340 300 900 140 100 5.300 4.200HAS-075-260 260 780 340 200 7.500 6.000HAS-075-300 300 900 240 150 7.500 6.000HAS-075-420 420 1260 195 150 7.500 6.000HAS-100-300 300 900 450 270 10.000 8.000HAS-100-370 370 1110 270 190 10.000 8.000HAS-100-520 520 1560 245 190 10.000 8.000HAS-140-370

26,0

370 1110 610 360 14.000 11.200HAS-140-460 460 1380 350 210 14.000 11.200HAS-220-500 500 1500 760 460 22.000 17.600HAS-220-620 620 1860 450 270 22.000 17.600


U - re in fo rc ing


F30° 30°

14


Designat ionHAS

Load Group Tonnes

Mesh re in f .Q bo th s ides

S ide Re in fo rcement

U-reinforcing n x d x length mm

HAS-007

2,5

Q 131 constructiveHAS-014 Q 131 constructive 2 x d.6 x 400HAS-020 Q 131 constructive 2 x d.6 x 500HAS-025 Q 131 constructive 2 x d.8 x 600HAS-030

5,0Q 131 constructive 2 x d.8 x 700

HAS-040 Q 131 constructive 2 x d.8 x 800HAS-050 Q 131 constructive 2 x d.10 x 800HAS-053

10,0Q 131 constructive 2 x d.10 x 800

HAS-075 Q 188 diam. 10 4 x d.10 x 800HAS-100 Q 188 diam. 12 6 x d.10 x1000HAS-140

26,0Q 257 diam. 14 6 x d.10 x 1000

HAS-220 Q 257 diam. 14 8 x d.12 x 1200

Designat ionHAS

Load Group

Tonnes

Mesh re inf .Q both s ides

Side d iam. Reinf .

U-re inforc ing n x d x length

mm

Angled pull reinforcing

n x d x length mmHAS-007

2,5

Q 131 8 mm 4 x d.6 x 300 6 x 450HAS-014 Q 131 8 mm 4 x d.6 x 400 6 x 900HAS-020 Q 131 8 mm 4 x d.6 x 500 8 x 950HAS-025 Q 131 10 mm 4 x d.8 x 600 8 x 1200HAS-030

5,0Q 131 10 mm 4 x d.8 x 700 10 x 1150

HAS-040 Q 131 12 mm 4 x d.8 x 800 10 x 1500HAS-050 Q 131 12 mm 4 x d.10 x 800 12 x 1550


Angled Pul l (> 30°)



U - re in fo rc ing


F30° 30°

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HAS Load Group Tonnes

Min. t ichness (er) and anchor spacing

between anchors (ez)Add i t iona l

re in fo rcementPu l l

Ang led

Pu l le r (mm) ez (mm) d iam.

mm L

mmKg Kg Kg

HAS-007

2,5

100 700 8 600 700 350 560HAS-014 100 700 10 700 1400 700 1120HAS-020 100 800 10 750 2000 1000 1600HAS-025 100 875 12 800 2500 1250 2000HAS-030

5,0150 950 12 850 3000 1500 2400

HAS-040 150 1050 14 950 4000 2000 3200HAS-050 150 1435 16 1000 5000 2500 4000HAS-053

10,0200 1200 16 1000 5300 2650 4240

HAS-075 250 1470 20 1200 7500 3750 6000HAS-100 300 1820 20 1500 10000 5000 6000HAS-140

26,0525 1800 25 1800 14000 7000 11200

HAS-220 710 2200 28 1800 22000 11000 17600

Required re inforcement and edge distance of the anchor HAS.


Add i t iona l re in fo rcement

L mm

90°

> er> e r

> 0 ,5 ez anchor spac ing

> 0 ,5 ez

HAS-05310,0

Q 131 12 mm 4 x d.10 x 800 12 x 1650HAS-075 Q 188 12 mm 4 x d.10 x 800 14 x 2000HAS-100 Q 188 14 mm 6 x d.10 x 1000 16 x 2300HAS-140 26,0 Q 257 14 mm 8 x d.10 x 1000 20 x 2600


16


Li f t ing Str ip ERECTION Anchor HAE

Load Capaci ty of the anchor HAE insta l lat ion d imensions

Mater ia l : S t 52 .3 (S355J2G3)The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .A rebar must be passed th rough the c ross ho le to t rans fe r the load in to the concre te . D imens ions and sa fe work ing loads a t concre te s t reng th o f 15 N / mm 2


HAE-SB HAE-HDG Load Group

Tonnes


Load KgLengthL mm

Dimensions mmWeigh t Kg /pcA

th ick -ness

HAE-014-200-SB HAE-014-200-HDG2,5

1.400 200 55 6 0,37HAE-025-230-SB HAE-025-230-HDG 2.500 230 55 10 0,71HAE-040-270-SB HAE-040-270-HDG

5,04.000 270 70 12 1,30

HAE-050-290-SB HAE-050-290-HDG 5.000 290 70 15 1,90HAE-075-320-SB HAE-075-320-HDG

10,07.500 320 95 15 3,45

HAE-100-390-SB HAE-100-390-HDG 10.000 390 95 20 4,60HAE-125-500-SB HAE-125-500-HDG

26,012.500 500 148 20 6,50

HAE-170-500-SB HAE-170-500-HDG 17.000 500 148 26 8,30HAE-220-500-SB HAE-220-500-HDG 22.000 500 148 30 9,96

A

L

Load Group

Tonnes


Load Kg

Anchor d is tances

(mm)

min. element thikness mmAdd i t iona l re in f . L mm

Li f t ing ( * * ) Kg 100%HAE/1 HAE

2,51.400 700 90 100 diam. 10 x700 14002.500 800 120 120 diam. 12 x800 2500

5,04.000 950 140 150 diam. 14 x 950 40005.000 1000 140 160 diam. 16 x 1000 5000

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HAE/1 HAE/1-HDG Load Group Tonnes

Axial Capacities Load Kg

LengthL mm

Dimensions mmWeigh t Kg /pcA

th ick -ness

HAE/1-014-200-SB HAE/1-014-200-HDG 2,5 1.400 200 40 6 0,28HAE/1-025-230 SB HAE/1-025-230-HDG 2.500 230 40 10 0,65HAE/1-040-270-SB HAE/1-040-270-HDG 5,0 4.000 270 55 12 1,10HAE/1-050-290-SB HAE/1-050-290-HDG 5.000 290 55 15 1,70HAE/1-075-320-SB HAE/1-075-320-HDG 10,0 7.500 320 80 15 3,20HAE/1-100-390-SB HAE/1-100-390-HDG 10.000 390 80 20 4,10HAE/1-125-500-SB HAE/1-125-500-HDG 26,0 12.500 500 115 20

Li f t ing Str ip ERECTION Anchor / 1

Mater ia l : S t 52 .3 (S355J2G3)The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .A rebar must be passed th rough the c ross ho le to t rans fe r the load in to the con-c re te .D imens ions and sa fe work ing loads a t concre te s t reng th o f 15 N / mm 2


A

L

10,07.500 1200 160 175 diam. 20 x 1200 7500

10.000 1500 200 200 diam. 20 x 1500 10000

26,012.500 1500 240 240 diam. 25 x 1500 1400017.000 1500 300 300 diam. 25 x 1800 1700022.000 1500 360 360 diam. 28 x 1800 22000


(** ) L i f t i ng B 90 o < 70 o = 100 %

(** ) L i f t i ng B > 70 o = 80 %

(** ) L i f t i ng B > 70 o = 50 %

Add i t iona lre in fo rcement

18


Load Capaci ty of the anchor HAE/1 insta l lat ion d imensions.

Requ i red re in fo rcement fo r 2 Ho le anchors , concre te > 15 N/mm 2

Load Group

Tonnes


Load Kg

Anchor d is tances

(mm)

min. element thikness mmAdd i t iona l re in f . L mm

Li f t ing ( * * ) Kg 100%HAE / 1 HAE

2,51.400 700 90 100 diam. 10 x700 14002.500 800 120 120 diam. 12 x800 2500

5,04.000 950 140 150 diam. 14 x 950 40005.000 1000 140 160 diam. 16 x 1000 5000

10,07.500 1200 160 175 diam. 20 x 1200 7500

10.000 1500 200 200 diam. 20 x 1500 10000

26,012.500 1500 240 240 diam. 25 x 1500 1400017.000 1500 300 300 diam. 25 x 1800 1700022.000 1500 360 360 diam. 28 x 1800 22000


Add i t i ona l re in fo rc ementT I LT- U P

Add i t i ona l re in fo rc ementTR A NSPO RT

d iam.

d iam.

L mm L

90°

> er> e r


> 0 ,5 ez

Required re inforcement and edge distance of the anchor HAE & HAE/1.


(* * ) L i f t i ng B 90 o < 70 o = 100 %

(** ) L i f t i ng B > 70 o = 80 %

(** ) L i f t i ng B > 70 o = 50 %


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HAE-1 ,25-SB HAE-1 ,25 HDG Load Group Tonnes

Axial Capacities

Load KgLengthL mm

Dimensions mm

Weigh t Kg /pcA

th ick -ness

HAE-01,25-120-SB HAE-01,25-120-HDG 1,25 1.250 120 30 6 0,16

HAE Load Group Tonnes


between anchors (ez)


Pu l lt ransp .

Ang ledPu l l

t i l t up d iam. x L mm

t ranspor td iam.

x L mm

er (mm) ez (mm) Kg Kg Kg

HAE-014-2002,5

100 700 10 x 700 10 x 325 1400 700 1100HAE-025-230 120 800 12 x 800 12 x 500 2500 1300 2000HAE-040-270

5,0150 950 14 x 950 16 x 600 4000 2000 3200

HAE-050-290 160 1000 16 x 1000 16 x 750 5000 2500 4000HAE-075-320

10,0175 1200 20 x 1200 20 x 900 7500 3800 6000

HAE-100-390 200 1500 20 x 1500 20 x 950 10000 5000 8000HAE-125-500

26,0240 1500 25 x 1500 25 x 1100 14000 7000 11200

HAE-170-500 300 1500 25 x 1800 25 x 1250 17000 8500 13600HAE-220-500 360 1500 25 x 1800 25 x 1500 22000 11000 17600

Li f t ing Str ip ERECTION Anchor HAE-1,25Mater ia l : S t 52 .3 (S355J2G3)

The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .A rebar must be passed th rough the c ross ho le to t rans fe r the load in to the concre te . D imens ions and sa fe work ing loads a t concre te s t reng th o f 15 N / mm 2


A

L

20


Required re inforcement and edge distance of the anchor HAE-1,25


HAE-1 ,25-120Load

Group Tonnes


between anchors (ez)


Pu l lt ransp .

Ang ledPu l l

t i l t up d iam. x L mm

t ranspor td iam.

x L mmer (mm) ez (mm) Kg Kg Kg

HAE-1,25-120 1,25

60

240

8 x 600 8 x 350 1.000 - 1.00080 8 x 600 8 x 350 1.250 410 1.000

100 8 x 600 8 x 350 1.250 450 1.000120 8 x 600 8 x 350 1.250 480 1.250140 8 x 600 8 x 350 1.250 600 1.250160 8 x 600 8 x 350 1.250 625 1.250

Li f t ing / Erect ion SPREAD Anchor WITH PLASTIC CAP


Mater ia l : S t 52 .3 (S355J2G3)F in ish ing : anchor b lack the head co ld d ipped ga lvan ized (CDG) .

The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to x 3 the work ing load .F in ish ing : Z inc P la ted (ZP) , on reques t .

HAEP-1, 25-120-SB

HAEPblack/CDG

Load Group Tonnes

Ax ia l Capac i t ies Load Kg

LengthL mm

HAEP-1,25-120-SB 1,25 1.250 120 Pre-Mounted with plastic

former and polystyrene cap



d iam.

d iam.L mm

90°

> er> e r

> 0 ,5 ezL


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Load Capaci ty of the anchor HASW insta l lat ion d imensions.

Requ i red re in fo rcement fo r 2 Ho le Anchors , concre te > 15 N/mm 2




d iam.d iam.

L mm

90°> 0 ,5 ez

> e r> e r

L

HASW HASW Load Group Tonnes

Axial Capacities

Load KgLengthL mm

Dimensions mm

Ath ickness

HASW-025-200-SB HASW-025-200-HDG2,5

2.500 200 40 10HASW-025-250-SB HASW-025-250-HDG 2.500 250 40 10HASW-050-300-SB HASW-050-300-HDG 5,0 5.000 300 60 16HASW-075-350-SB HASW-075-350-HDG

10,010.000 350 80 16

HASW-100-350-SB HASW-100-350-HDG 10.000 350 80 20HASW-170-400-SB HASW-170-400-HDG

26,012.500 400 100 20

HASW-170-500-SB HASW-170-500-HDG 12.500 500 100 20

Li f t ing Str ip SANDWICH Anchor HASW

Mater ia l : S t 52 .3 (S355J2G3)Th is anchor i s spec ia l l y des igned fo r use w i th p recas t SANDWICH pane ls .I t s suspens ion po in t i s c lose to the g rav i ty ax is , thus a l low ing the e lement to bet ranspor ted and erec ted in an upr igh t pos i t ion . The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 . D imens ions and sa fe work ing loads a t concre te s t reng th o f 15 N/mm 2


A rebar must be passed th rough the c ross ho le to t rans fe r the load in to the concre te .

A

L


22


Flat Foot L i f t ing anchor HAV

Mater ia l : S t 52 .3 (S355J2G3) The capac i ty loads a re ax ia l w i th b reakage fac to r o f sa fe ty equa l to 3 .

D imens ions and sa fe work ing loadsa t concre te s t reng th o f 15 N/mm 2


Load Group

Tonnes


Load Kg

Anchor d is tances ez (mm)

min. ele-ment thick-

ness mmadd. erect ion

reinforc L2 mmadd. for pul l

reinforc L1 mm

l i f t ing Kg

load (1 ) load (2 )

2,5 2.500 600 100 diam. 10 x 600 diam. 14 x 400 2500 8005,0 5.000 750 120 diam. 14 x 700 diam. 16 x 600 5000 1800

10,0 7.500 1200 130 diam. 16 x 800 diam.25 x 700 7500 260010,0 10.000 1200 140 diam. 20 x 900 diam. 25 x 900 10000 350026,0 12.500 1500 180 diam. 20 x 1100 diam. 28 x 1250 17000 5000

HAV - SB HAV - HDG Load Group Tonnes


Load KgLengthH mm

Dimensions mm

Ath ick -ness

HAV-007-065-SB HAV-007-065-HDG 2,5 700 65 30 5HAV-014-065-SB HAV-014-065-HDG 2,5 1.400 65 30 6HAV-020-070-SB HAV-020-070-HDG 2,5 2.000 70 30 8HAV-025-075-SB HAV-025-075-HDG 2,5 2.500 75 30 10HAV-030-090-SB HAV-030-090-HDG 5,0 3.000 90 40 10HAV-050-125-SB HAV-050-125-HDG 5,0 5.000 125 40 15HAV-075-170-SB HAV-075-170-HDG 10,0 7.500 170 60 16HAV-100-200-SB HAV-100-200-HDG 10,0 10.000 200 60 20HAV-125-200-SB HAV-125-200-HDG 26,0 12.500 200 80 16HAV-170-200-SB HAV-170-200-HDG 26,0 17.000 200 80 20HAV-170-270-SB HAV-170-270-HDG 26,0 17.000 270 80 20HAV-220-310-SB HAV-220-310-HDG 26,0 22.000 310 90 28

A

H

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Flat P late L i f t ing anchor HAP

Mater ia l : S t 52 .3 (S355J2G3)


D imens ions and sa fe work ing loads a t concre te s t reng th o f 25 N / mm 2

H

a

c

e

> ez

> er t> e r

> e r

> ez

Required re inforcement and edge distance of the anchor HAV.

( * ) t = h + concre te above the anchor head + concre te cover


HAV Load Group Tonnes

Lengthh mm

Anchor d is tance > ez

Corner d is tance> er

min . th ickness t mm(* )

rebar Feb 500 l i f t i ng ax ia l Kgd iam.

mmL mm

HAV-007-065 2,5 65 280 140 80 8 200 700HAV-014-065 2,5 65 280 140 80 8 250 1400HAV-020-070 2,5 70 300 150 90 8 300 1800HAV-025-075 2,5 75 320 160 100 8 300 2000HAV-030-090 5,0 90 380 190 120 10 400 2800HAV-050-125 5,0 125 520 260 160 12 500 4400HAV-075-170 10,0 170 680 340 215 14 600 5480HAV-100-200 10,0 200 800 400 245 14 600 7550

L

f

24


HAP - SB HAP - HDG Load Group Tonnes


Load Kg

AnchorH x a x c

mm

Dimensions mmWeigh t Kg /pce f

HAP-014-055-SB HAP-014-055-HDG 2,5 1.400 55 x 30 x6 80 x 80 8 0,47HAP-014-065-SB HAP-014-065-HDG 2,5 1.400 65 x 30 x6 80 x 80 8 0,47HAP-025-075-SB HAP-025-075-HDG 2,5 2.500 75 x 30 x 10 80 x 80 8 0,58HAP-025-090-SB HAP-025-090-HDG 2,5 2.500 90 x 30 x 10 80 x 80 8 0,58HAP-050-120-SB HAP-050-120-HDG 5,0 5.000 120 x 40 x 15 100 x 100 10 1,30HAP-050-125-SB HAP-050-125-HDG 5,0 5.000 125 x 40 x 15 100 x 100 10 1,30HAP-100-160-SB HAP-100-160-HDG 10,0 10.000 160 x 60 x 20 140 x 140 12 3,23

Load Capaci ty of the anchor HASW insta l lat ion d imensions.


HAP Load Group Tonnes

Lengthh mm

Anchor d is tance > ez

Corner d is tance> er

min . th ickness t mm(* )

rebar Feb 500 l i f t i ng ax ia l Kgd iam.

mmL mm

HAP-014-0652,5

65 230 115 (*) 8 200 1400HAP-025-075 75 330 165 (*) 10 300 2500HAP-050-125 5,0 125 480 240 (*) 12 450 5000HAP-100-200 10,0 200 660 330 (*) 16 600 10000

(*) t = h + concrete above the anchor head + concrete cover

> ez

> er t> e r

> e r

L

> ez


25w w w . c l p t . b e

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Holding Screw HAHS

The HAS ho ld ing sc rews are used fo r a l l t ypes o f 2 ho le rubber recess fo rmers . A

M

HAMP Load Group Tonnes

dimensions (mm)

we igh t Kg / pcA B th ickness C

HAMP-01,25 1,25 70 15 4 10 0,03HAMP-025 2,5 70 15 4 10 0,08HAMP-050 5,0 85 30 4 10 0,12HAMP-100 10,0 125 45 4 12 0,19

Mount ing Plate HAMP

The HAP mount ing p la tes a re used fo r a l l t ypes o f 2 ho le rubber recess fo rmers .

A

B

D

HARLoad Group Tonnes

dimensions (mm) we igh t Kg / pcA B C thread m

HAR-01,25 1,25 35 29,0 62 M 8 0,05HAR-025 2,5 45 43,0 104 M 8 0,10HAR-040 4,0 59 49,0 126 M 8 0,20HAR-050 5,0 59 49,0 126 M 8 0,35HAR-100 10,0 85 67,0 188 M12 0,56HAR-200 25,0 118 112,0 234 M16 -

Rubber recess former HAR

The HAR rubber recess fo rmers a re used fo r a l l t ypes o f 2 ho le anchors .

AB

C

26


HAHSLoad Group Tonnes

dimensions (mm)

we igh t Kg / pcA thread M

HAHS-025 2,5 160 M 8 0,10HAHS-050 5,0 160 M 8 0,35HAHS-100 10,0 180 M 12 0,56HAHS-200 25,0 180 M 12 -

HARMLoad Group Tonnes

d imens ions (mm)we igh t Kg /pcL H B

HARM-025 2,5 104 45 43 0,200HARM-050 5,0 (3,0t - 5,0t) 126 59 49 0,250HARM-100 10,0 (5,3t - 10,0t) 188 85 67 0,400

HARP p last ic Load Group Tonnes Quant i t y per Bag weigh t Kg /pc

HARP-1,25 1,25 100 0,100HARP-014

2,5100 0,150

HARP-025 100 0,150HARP-040

5,0 (3,0t - 5,0t)100 0,200

HARP-050 100 0,200HARP-100 10,0 (5,3t - 10,0t) 100 0,250

Magnet recess former HARM

PLASTIC Recess Former HARP

mater ia l : n i t r i l r ibber , b lack .

Recess fo rmer made fo r HAE erec t ion Anchors .mater ia l : p las t i c , on ly x 1 use

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C.L .P.T. bvbaAntwerpses teenweg 124 / 262630 Aar tse laar Be lg ium

te l . 0032 ( 0 ) 3 - 369 .11 .02fax . 0032 ( 0 ) 3 - 369 .11 .03e-mai l . i n fo@clp t .bewww.c lp t .be

1 D - TRANSPORT th readed L IFTING and F IX ING inser ts

2 D - TRANSPORT and L IFTING St r ip anchors .

3 D - TRANSPORT and L IFTING Spher ica l head anchors .

4 D - Cas t - in Anchor CHANNELS and Accessor ies .

Mechan ica l REBAR CONNECTION and Accessor ies

SANDWICH Anchor Sys tems.

Un iversa l MAGNETS and Accessor ies

JDA- Punch ing SHEAR REINFORCEMENT.

PRECAST spec ia l i t i es

All specif icat ions can be changed without prior notice.

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TRAN t s - CLPT · CLPT: combining deep experience with professionalisation CLPT was founded in 1995 and has more than 20 years of experience in serving precast concrete customers