36
Cast - in Anchor CHANNELS and accessories 4D System 04 precast concrete solutions fixing lifting connecting
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
4 D S y s t e m
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p r e c a s t c o n c r e t e s o l u t i o n s
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Contents
Cold fo rmed CAC anchor channe lsHot fo rmed CAH anchor channe lsCo ld fo rmed CAC-A4 anchor channe l and CAM / B bo l tsCo ld fo rmed CAC-28 / 15 anchor channe lCo ld fo rmed CAC-38 / 17 anchor channe lCo ld fo rmed CAC-40 / 25 anchor channe lCo ld fo rmed CAC-49 / 30 anchor channe lHot ro l led CAH-50 / 30 anchor channe lHot ro l led CAH-52 / 34 anchor channe lTechn ica l spec i f i ca ten o f CAC / CAH anchor chane lsA l lowab le loadEdge d is tancesF la t Hammer head Bo l t CHB-F- 28 / 15F la t Hammer head Bo l t CHB-F- 38 / 17Hammer head Bo l t CHB-H- 40 / 25Hammer head Bo l t CHB-H- 49 / 30Hammer head Bo l t CHB-H- 50 / 30 1 52 / 34Hammer Hook - head too thed s t rap CHP-F-28Hammer Hook - head too thed s t rap CHP-F-38Hammer Hook - head too thed s t rap CHP-H-40Hammer Hook - head too thed s t rap CHP-H-49CWT-1 Counterp la teCWT-2 Counterp la tePro f i led Meta l sheet f i x ing VTU
C.L .P.T. Produc t Range
4 - 54 - 55 - 66 - 7 7 - 88 - 9
9 - 1010 - 1111 - 12
1213
14 - 1718 - 1919 - 2121 - 2223 - 2425 - 2626 - 2826 - 2828 - 29
30313232
34
4
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Cold formed CAC Anchor channels
Hot ro l led CAH Anchor channels
The CAC anchor channe l i s a f lex ib le and e f fec t i ve so lu t ion to f i x var ious i tems to p recas t concre te . Our channe ls a re cons t ruc ted o f co ld - fo rmed or ho t ro l led C-shaped. C- shaped channe ls w i th anchor bo l ts swaged ( f i xed) on to t rans fe r the load in to the concre te .
6 p ro f i les and d i f fe ren t channe l leng ths cover most o f the typ ica l app l i ca t ions .Our anchor channe ls a re f i l l ed w i th po lye thy lene foam f i l l e rs to p revent the ingress o f concre te dur ing pour ing .
CAC - 28 /15 , CAC - 38 /17 CAC - 40 /25 , CAC - 49 /30
CAH - 50 /30 , CAH - 52 /34
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Anchor Channel CAC-A4
Stee l 37 ,co ld fo rmed, b lack , S tee l 37 ,co ld fo rmed, Hot -D ip Ga lvan ised , w i th and w i thou t anchors .foam P.E. s t r ip f i l l ed
CAC/CAHst 37 hot -d ip gavanized
Dimensions mmpermissib le
load
wxh g t L D d kN (1 )CAC-28/15-HDG 28 x 15 12 2,30 48 12 6 3,0 / 3,5CAC-38/17-HDG 38 x 17 18 3,00 68 16 8 4,5 / 7,0CAC-40/25-HDG 40 x 25 18 2,75 76 16 8 6,0 / 8,0CAC-49/30-HDG 49 x 30 22 3,25 90 20 10 10,0 / 12,0CAH-50/30-HDG 50 x 30 22 2,80 90 20 10 10,0 / 12,0CAH-52/34-HDG 52 x 34 22 4,00 153 24 11 22,0 / 25,0
Channel Lenght mm
Quant i ty of anchors pcs
Space between centers
100 2 25 / 50 / 25150 2 25 / 100 / 25200 2 25 / 150 / 25250 2 25 / 200 / 25300 2 25 / 250 / 25350 3 25 / 150 / 150 / 25400 3 25 / 175 / 175 / 25550 3 25 / 250 / 250 / 25
1050 5 25 / (x 4) 250 / 253050 13 25 / (x 12) 250 / 25
Hot d iped ga lvan ised : m in . 50 mu. (= H.D.G. ) , po lye thy lene f i l l i ng (P.E . )
(1 ) Max. permiss ib le po in t load . The second va lue app l ies to shor t p ieces 100 / 150 / 200 / 250 mm (C20/25 , B25)
6
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
CAC-A4 Dimensions mm wxh
point load
kN/25 cmload/mkN/m
CHM-A4 (s l id ing nut )CHB-A4 (bol t )
Dimensions mm d (M)
CAC-A4-HDG 40 x 30, without anchors 7,5 30 CHM-A4-M12-ZP M12CAC-A4A-HDG 40 x 30, with anchors 5 20CAC-A4- SB 40 x 30, without anchors 7,5 30 CHB-A4-M12-30-ZP M12 x 30mmCAC-A4A- SB 40 x 30, with anchors 5 20 CHB-A4-M12-50-ZP M12 x 50mm
Anchor Nut CAM / Anchor Bol t CAB
Cold formed channel
CAC- 28/15 Load range 3 ,0 and 3 ,5 kN
CHM-A4 (S l id ing nu t )z inc p la ted
Mater ia l : S tee l 37-2 H.D.G. , SS2 = A2 (304) and SS4 = A4 (316)H.D.G. = >50μm
CHB-F 28 nu t and washer inc luded
CHB-A4(Bo l t )z inc p la ted
typeCAC-28/15
Dimensions mm Breaking load
wxh g t L D d kNCAC-28/15 28 x 15 12 2,30 48 12 6 8,8
CAC-28/15
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Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
3 ,0 KN (3 ,5* )3 ,5 KN
see page 13Anchor diameter (mm) 6Height (mm) 33Channel thikness (mm) 2,3Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 3,0 / 3,5Weight with anchors (Kg / m) 1,17/ 1,09 A2Channel cross sectional area A (cm2) 1,38Distance to neutral axis e (cm) 0,87Moment of inertia (cm4) Jy = 0,40
Jz = 1,45Section modulus (cm3) Wy = 0,46
Wz = 1,03
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
CAC- 38/17 Load range 4 ,5 and 7 ,0 kN
Mater ia l : S tee l 37-2 H.D.G. , SS2 = A2 (304) and SS4 = A4 (316)H.D.G. = >50μm
CHB-F 38 nu t and washer inc luded
(1) Max. permiss ib le po in t load . The second va lue app l ies to shor t p ieces 100 / 150 / 200 / 250 mm (C20/25 , B25)
typeCAC-28/15
Dimensions mm Breaking load
wxh g t L D d kNCAC-28/15 28 x 15 12 2,30 48 12 6 8,8
typeCAC-38/17
Dimensions mm Breaking load
wxh g t L D d kNCAC-38/17 38 x 17 18 3,00 68 16 8 17,5
ey
z
y
z
CAC-38/17
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C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
(1) Max. permissible point load. The second value appl ies to short pieces 100 / 150 / 200 / 250 mm (C20/25, B25)
Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
4 ,5 KN (7 ,0* )8 KN
see page 13Anchor diameter (mm) 8Height (mm) 51Channel thikness (mm) 3Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 4,5 / 7,0Weight with anchors (Kg / m) 1,94 / 1,84 A2Channel cross sectional area A (cm2) 2,22Distance to neutral axis e (cm) 0,87Moment of inertia (cm4) Jy = 0,82
Jz = 4,73Section modulus (cm3) Wy = 0,81
Wz = 2,3
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
CAC- 40/25 Load range 6 ,0 and 8 ,0 kN
Mater ia l : S tee l 37-2 H.D.G. , SS2 = A2 (304) and SS4 = A4 (316)
CHB-H 40 nu t and washer inc luded
typeCAC-40/25
Dimensions mm Breaking load
wxh g t L D d kNCAC-40/25 40 x 25 18 2,75 74 16 8 20,0
ey
z
y
z
CAC-40/25
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(1) Max. permissible point load. The second value appl ies to short pieces 100 / 150 / 200 / 250 mm (C20/25, B25)
Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
6 ,0 KN (8 ,0* )10 KN
see page 13Anchor diameter (mm) 8Height (mm) 49Channel thikness (mm) 2,75Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 6,0 / 8,0Weight with anchors (Kg / m) 2,31 / 2,20 A2Channel cross sectional area A (cm2) 2,65Distance to neutral axis e (cm) 1,47Moment of inertia (cm4) Jy = 2,05
Jz = 6,15Section modulus (cm3) Wy = 1,39
Wz = 3,07
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
CAC- 49/30 Load range 10,0 and 12,0 kN
Mater ia l : S tee l 37-2 H.D.G. , SS2 = A2 (304) and SS4 = A4 (316)H.D.G. = >50μm
CHB-H 49 nu t and washer inc luded
typeCAC-49/30
Dimensions mm Breaking load
wxh g t L D d kNCAC-49/30 49 x 30 22 3,25 90 20 10 30,0
ey
z
y
z
CAC-49/30
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C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
(1) Max. permissible point load. The second value appl ies to short pieces 100 / 150 / 200 / 250 mm (C20/25, B25)
Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
10 KN (12KN)12 KN
see page 13Anchor diameter (mm) 10Height (mm) 60Channel thikness (mm) 3,25Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 10,0 / 12,0Weight with anchors (Kg / m) 3,35 / 3,21 A2Channel cross sectional area A (cm2) 3,82Distance to neutral axis e (cm) 1,77Moment of inertia (cm4) Jy = 4,35
Jz = 13,95Section modulus (cm3) Wy = 2,45
Wz = 5,58
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
CAH- 50/30 Load range 10,0 and 12,0 kN
Mater ia l : S tee l 37-2 H.D.G. H.D.G. = >50μm
CHB-H 49 nu t and washer inc luded
typeCAH-50/30
Dimensions mm Breaking load
wxh g t L D d kNCAH-50/30 50 x 30 22 2,75 90 20 10 30,0
ey
z
y
z
CAH-50/30
Hot ro l led channel
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(1) Max. permissible point load. The second value appl ies to short pieces 100 / 150 / 200 / 250 mm (C20/25, B25)
Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
10KN (12KN)12 KN
7KN (bol t M20)Anchor diameter (mm) 10Height (mm) 60Channel thikness (mm) 2,75Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 10,0 / 12,0Weight with anchors (Kg / m) 3,2Channel cross sectional area A (cm2) 4,14Distance to neutral axis e (cm) 1,56Moment of inertia (cm4) Jy = 1,56
Jz = 5,24Section modulus (cm3) Wy = 3,36
Wz = 5,80
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
CAH- 52/34 Load range 22,0 and 25,0 kN
Mater ia l : S tee l 37-2 H.D.G. H.D.G. = >50μm
CHB-H 49 nu t and washer inc luded
typeCAH-52/34
Dimensions mm Breaking load
wxh g t L D d kNCAH-52/34 52 x 34 22 4,00 153 24 11 60,0
ey
z
y
z
CAH-52/34
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C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
ey
z
y
z
(1) Max. permissible point load. The second value appl ies to short pieces 100 / 150 / 200 / 250 mm (C20/25, B25)
Al lowable point load > B25pul l out < 150°t ransversa l shear < 15°longi tudina l shear (Fz)
22kN(25 kN>B25)22kN(25 kN>B25)7 ,5kN (bol t M20)
Anchor diameter (mm) 11Height (mm) 119Channel thikness (mm) 4Filler (P.E. polyethylene) foam P.E. foamPermissible load (kN) (1) 22kN(25 kN>B25)Weight with anchors (Kg / m) 5,83Channel cross sectional area A (cm2) 6,43Distance to neutral axis e (cm) 1,67Moment of inertia (cm4) Jy = 9,49
Jz = 24,29Section modulus (cm3) Wy = 5,66
Wz = 9,25
Channel length mm
Qty of anchorspcs
100 2150 2200 2250 2300 2350 3400 3550 3
1050 53050 13
C.L .P.T. cast- in channels type : CAC & CAH
Channel type -> s ize w x h
(mm)CAC-28/15
28 x 15CAC-38/17
38 x 17CAC-40/25
40 x 25CAC-49/30
49 x 30CAC-50/30
50 x 30CAC-52/34
52 x 34
Allowable point load >B25
pull out < 150° 3,0 kN (3,5 *) 4,5 kN (7,0*) 6,0 kN (8,0*) 10kN (12 KN) 10kN (12 kN) 22kN(25 kN>B25)
transversal shear < 15° 3,5 KN 8 KN 10 KN 12 KN 12 KN 22kN(25 kN>B25)
longitudinal shear pag.13 pag.13 pag.13 pag.13 7,5kN bolt M20 7,5kN bolt M20
Anchor diameter (mm) 6 8 8 10 10 11
Height (mm) 20 30 36 41 60 119
Channel thikness (mm) 2,30 3,00 2,75 3,25 2,75 4,00
Filler (P.E.) foam P.E. foam P.E. foam P.E. foam P.E. foam P.E. foam P.E. foam
Mater ia l : s tee l 37-2 , s ta in less s tee l A2 (304) and A4 (316)
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ey
z
y
z
Channel type
Lengths (mm)
Points loads Fz (KN) Load Pairs Fz (KN)
L > 250 L = 150,200,250 L = 100L = 200/250
c > 100
L = 300
c > 100
L = 300
c > 125
L = 350
c > 150
CAC- 28 / 15 3,0 3,5 3,5 3,0 2,0 3,5 3,5
CAC- 38 / 17 4,5 7,0 7,0 4,5 3,0 7,0 7,0
CAC- 40 / 25 6,0 8,0 - 6,0 4,0 8,0 8,0
CAC- 49 / 30 10,0 12,0 - 7,0 5,0 10,0 10,0
CAH- 50 / 30 10,0 12,0 - 7,0 5,0 10,0 10,0
CAH- 52 / 34 22kN(25 kN>B25) 22kN(25 kN>B25) - 11kN(212,5kN>B25) - 22kN(25 kN>B25)
Breaking load KN 8,8 17,5 20,0 30,0 30,0 60,0
Weight with anchors (Kg / m) 1,17 / 1,09 A2 1,94 / 1,84 A2 2,31 / 2,20 A2 3,35 / 3,21 A2 3,20 5,83
Channel cross sec. area A (cm2) 1,38 2,22 2,65 3,82 4,14 6,43
Distance to neutral axis e (cm) 0,87 0,87 1,47 1,77 1,56 1,67
Moment of inertia (cm4) Jy = 0,40 Jy = 0,82 Jy = 2,05 Jy = 4,35 Jy = 1,56 Jy = 9,49
Jz = 1,45 Jz = 4,73 Jz = 6,15 Jz = 13,95 Jz = 5,24 Jz = 24,29
Section modulus (cm3) Wy = 0,46 Wy = 0,81 Wy = 1,39 Wy = 2,45 Wy = 3,36 Wy = 5,66
Wz = 1,03 Wz = 2,30 Wz = 3,07 Wz = 5,58 Wz = 5,80 Wz = 9,25
Al lowable resul t ing load Fz Tens ion and resu l tan t tens ion (1 )Tens ion and resu l tan t tens ion fo r concre te g rade > B25 (3 )Tens ion and resu l tan t tens ion fo r concre te g rade > B35 (2 )
Al lowable resul t ing load FqTransverse and ang led shear (1 )Tens ion and resu l tan t tens ion fo r concre te g rade > B25 (3 )Tens ion and resu l tan t tens ion fo r concre te g rade > B35 (2 )
Cast- in channels type : CAC & CAH, a l lowable loads.
Fz FzC
Fz
Fz
Fqᾳ<15° FQ
ᾳ<150°
Fz Fz
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C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Channel type Lengths (mm)
Points loads FQ (KN) Load Pairs FQ (KN)
b > 250 L = 100 c1 > 100 b > 250 L > 200 c > 100
CAC- 28 / 15 3,5 3,5 3,0 3,0CAC- 38 / 17 8,0 8,0 4,5 4,5CAC- 40 / 25 10,0 - 6,0 6,0CAC- 49 / 30 12,0 - 7,0 7,0CAH- 50 / 30 12,0 - 7,0 7,0CAH- 52 / 34 22kN(25 kN>B25) - 11kN(212,5kN>B25) 11kN(212,5kN>B25)
Channel type
Minimum dimensions (cm)Minimum structualcomponent d im. (cm)
Single channels Channel pairs
ar (8) aa af ae ar1 a1 ae b (6) d (7)CAC- 28 / 15 5 10 8 4 5 10 4 10 5 (7,5) + cCAC- 38 / 17 7,5 15 10 5 10 10 5 15 7 (8) + cCAC- 40 / 25 10 20 20 8 (7) 14 12,5 8 (7) (5) 20 8 + cCAC- 49 / 30 15 30 25 13 (10) 22,5 15 13 (10) (5) 30 9 + cCAH- 50 / 30 15 30 25 13 (10) 22,5 15 13 (10) (5) 30 9 + cCAH- 52 / 34 20 40 35 17,5 - - 17,5 40 16 + c
Notes to page
(1 ) When d imens ions acc . To DIN 1045-1 :2001-7 , sec t . 1 “ D imens ion ing and cons t ruc t ion “ the d imens ion ing va lue o f the a l lowab le load fo r channe l a re to be pu t as fo l lows : FRd = a l l . X 1 ,4(2 ) A l lowab le loads in concre te > B35 are on ly permi t ted when add i t iona l c rack p revent ion re in fo rcement (m in . 8 mm - BSt 500S around each anchor ) o r
Center Spacing and adge distances
FqFq
a
b
FqFq
a
bC1 C2
Fqc
Fq
aa
ar
ar
ae
af
a1ar1
ae
b
d
FQ FQFQFQFQFQ
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FzDirect or angled pul l - Actual load (KN)
3,5 4,0 5,0 6,0 7,0 8,0 9,0 10,0 11,0 12,0 13,0 14,0 20,0 22,0CAC- 28 / 15 5 - - - - - requ. Mimimum center space between two channels
ae = twice these values, i.e. 2 x arCAC- 38 / 17 5 5,5 6 6,5 7,5 -CAC- 40 / 25 5 5,5 6 6,5 7,5 10 - - - - - - - -
CAC- 49 / 30 - - - - 7,5 10 11 12,5 14 15 - - - -CAH- 50 / 30 - - - - 7,5 10 11 12,5 14 15 - - - -CAH- 52 / 34 - - - - - 7,5 9 10 12,5 15 15,5 16,5 19 20
Reduced edge d is tances ar for maximum al lowable pul l out loads Fz
When CAC channe ls , rang ing f rom CAC-28/15 to CAC-54/33 a re p laced in th in wa l l s o r beams, the adge d is tance a r can be reduced to 5 cm, p rov ided the anchor load and tens i le s t resses a re sa fe ly t ransmi t ted by add i t iona l re in fo rcement as showed.
Reduced edge d is tances ar, wi th reduced loading Fz and Fq (short lengths)
t ransversa l p ressure i s used.(3 ) When f i x ing in concre te B15 the a l lowab le loads fo r B25 shou ld be reduced by the fac to r o t 0 ,7 and in s t ruc tu ra l l i gh twe igh concre te > LB 25 by fac to r o f 0 ,67 .(4 ) The min imum spac ing g iven in the tab le app ly to s tandard re in fo rced concre te o f a l l g rades > B 25(5) D imens ions in b racke ts app ly when ac tua l a r > 2 x a l lowed ar.(6 ) M in imum s t ruc tu ra l component w id th b = 2 x a r needed fo r the channe l to f i t .(7 ) The th ikness o f the concre te depends o f the leng th o f the anchor and the concre te cover “ c “ .(8 ) For shear loads ac t ing away f rom the edge o f the concre te the d is tance a r may be reduced to 0 ,5 x a r o r 50mm min imum.
Fz
>5>5 CAC channel
U shapereinforcing bar
As (cm2)L > l1DIN 1045
section A-A
Fz
ae e
> e + 3> 4
A
A
Fz
> 2< 2
2x6mm
>5>5 CAC channel
U shapereinforcing bar
As (cm2)L > l1DIN 1045
section A-A
Fz
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C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Fq
F
ae
Reduced edge distances ae, for load areas tension /angled / t ransverse shear When us ing CAC channe ls 28 /15 , 38 /17 , 40 /22 and 40 /25 , the end adge d is tance ae can be reduced fo r app l i ca t ions in s lender re in fo rced conc t re t co lumns, p rov ided two add i t iona l l i nks ( f ig .5 ) a re ins ta l led d i rec t l y above and be low the shor t leng th o f CAC channe ls . The d is tance f rom the adge o f the concre te co lumn to the cen t re o f the anchor must be a t leas t 42 mm!
Al lowable loads Fz , Fq and load spacings a for CAC channels in lender columns
Point loadLoad pai rs
Load spacing a (cm) max. min.
1010
1510
2010
2512,5
3015
Channel Allowable loads Fz and FQ (KN) for concrete > B 35CAC 28/15 (1) 3,2 2,5 2,2 3,3 3,3CAC 28/15 (2) 3,0 2,3 2,0 3,0 3,0CAC 38/17 (1) 4,1 3,4 3,6 5,0 5,4
CAC 38/17 (2) 3,2 2,4 2,2 3,2 3,2CAC 40/25 (1) 4,1 3,5 3,8 5,3 5,8CAC 40/25 (2) 3,2 2,4 2,2 3,2 3,2
a
150
200
a
200
250
a
250
300
a
300
350
a
350
400
FQDirect or angled pul l - Actual load (KN)
3,5 4,0 5,0 6,0 7,0 8,0 9,0 10,0 11,0 12,0 13,0 14,0 20,0 22,0CAC- 28 / 15 5 - - - - - requ. Mimimum center space between two channels
ae = twice these values, i.e. 2 x arCAC- 38 / 17 5 5,5 6 6,5 7,0 7,5CAC- 40 / 25 5 5,5 6 6,5 7,5 9 - - - - - - - -
CAC- 49 / 30 - - - - - 7,5 10 10 12,5 15 - - - -CAH- 50 / 30 - - - - - 7,5 9 10 12,5 15 - - - -CAH- 52 / 34 - - - - - 7,5 9 10 12,5 15 15,5 16 19 20
add. link diam. 6mm
add. link diam. 6mm
F
> 2
ae > 2,5
diam.6 mm
diam.16 mm
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Hammer Head T- Bol ts
To cover the fu l l range o f f i x ing app l i ca t ions they a re 2 types o f “head bo lds “ . ce r t i f i ca te accord ing to : D IN EN 10204
Dynamic loads
Al lowab le ampl i tudes fo r a load cyc le o f N = 2 x 10 .6Fo = max. load 8 KNFu = min . load 6 KN
Tens ion and resu l tan t tens ion
Tens ion and resu l tan t tens ion
Channel Mater ia l Al lowable ampl i tude F = ∆Fo - Fu (KN) for pul l out loads
CAC 40/25 St. 37-2 2,0CAC 40/25 A2 (304) 1,8
FqFzFQ
ᾳ<15°ᾳ<150°
FQ
18
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Dimensions Hammer Head T- Bol ts CHB-F 28
ZP = s tee l 4 .6 , z inc p la tedSS2 = s ta in less s tee l A IS I 304 (A2) on reques to rder example : CHB-F28-M08-040-ZP
Flat Hammer head bol ts type : CHB-F to cover the p ro f i le s izes 28 / 15 and 38 / 17 .g rade : 4 .6 acc . To DIN EN 20 898-1On reques t s ta in less s tee l A IS I 304 (A2)ALL the HEAD T-BOLTS are de l ivered wi th NUTS + WASHERS
Hook Hammer head bol ts type : CHB-H fo r the p ro f i le s izes 40 / 25 , 50 / 30 and 55 / 33 .g rade : 4 .6 acc . To DIN EN 20 898-1On reques t s ta in less s tee l A IS I 304 (A2)ALL the HEAD T-BOLTS are de l ivered wi th NUTS + WASHERS
CHB-F 28Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-F28-M08-020 28 x 15 CAC-28/15 M 8 20 10 22,50 4CHB-F28-M08-030 28 x 15 CAC-28/15 M 8 30 10 22,50 4CHB-F28-M08-040 28 x 15 CAC-28/15 M 8 40 10 22,50 4
CHB-F28-M10-020 28 x 15 CAC-28/15 M 10 20 10 22,50 5
19w w w . c l p t . b e
0 4
T- Hammer head bo l ts , washers and nu ts wou ld be separa te ly packed in p las t i c bags ins ide each box .
CHB-F28-M10-025 28 x 15 CAC-28/15 M 10 25 10 22,50 5CHB-F28-M10-030 28 x 15 CAC-28/15 M 10 30 10 22,50 5CHB-F28-M10-040 28 x 15 CAC-28/15 M 10 40 10 22,50 5CHB-F28-M10-050 28 x 15 CAC-28/15 M 10 50 10 22,50 5CHB-F28-M12-030 28 x 15 CAC-28/15 M 12 30 10 22,50 6CHB-F28-M12-050 28 x 15 CAC-28/15 M 12 50 10 22,50 6CHB-F28-M12-080 28 x 15 CAC-28/15 M 12 80 10 22,50 6
Dimensions Hammer Head T- Bol ts CHB-F 38
ZP = s tee l 4 .6 , z inc p la tedSS2 = s ta in less s tee l A IS I 304 (A2) on reques t
see tab le nex t page.
Al lowed load for the CHB- F28 bol ts :
Material: Steel 4.6 of 8.8 (finishing SB = Shot Blast; ZP = Zinc Plated) SS2 = AISIS304 (A2) on demand
Allowed load for C.L.P.T. CHB-F 28 bolts
SOFT STEEL CAC-28/17 rails STAINLESS STEEL CAC-28/17 railsRecommended
tighting torque
4.6 / 8.8 / A2
max. load longitudinal max. load longitudinal
load 4.6 / 8.8
at initial torque4.6 / 8.8 load
at initial torque
Allow. load4.6/ 8.8
Allow. load
Thread diameter KN KN Nm KN KN Nm Ma (Nm)
M 08 4,0 / 8,4 0,2 / 0,7 8 / 24 6,4 0,3 15 8 / 24 / 15M 10 6,4 / 13,3 0,3 / 1,1 15 / 48 9,3 0,5 25 15 / 48 / 25M 12 9,3 / 19,4 0,5 / 1,6 25 / 70 17,3 0,9 60 25 / 70 / 60
20
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Al lowed load for the CHB- F38 bol ts :
Material: Steel 4.6 of 8.8 (finishing SB = Shot Blast; ZP = Zinc Plated) SS2 = AISIS304 (A2) on demand
CHB-F 38Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-F38-M10-030 38 X 17 CAC-38/17 M 10 30 13 31 6CHB-F38-M10-040 38 X 17 CAC-38/17 M 10 40 13 31 6CHB-F38-M10-050 38 X 17 CAC-38/17 M 10 50 13 31 6
CHB-F38-M10-060 38 X 17 CAC-38/17 M 10 60 13 31 6CHB-F38-M10-080 38 X 17 CAC-38/17 M 10 80 13 31 6CHB-F38-M10-100 38 X 17 CAC-38/17 M 10 100 13 31 6CHB-F38-M10-150 38 X 17 CAC-38/17 M 10 150 13 31 6CHB-F38-M12-030 38 X 17 CAC-38/17 M 12 30 13 31 7CHB-F38-M12-040 38 X 17 CAC-38/17 M 12 40 13 31 7CHB-F38-M12-050 38 X 17 CAC-38/17 M 12 50 13 31 7CHB-F38-M12-060 38 X 17 CAC-38/17 M 12 60 13 31 7CHB-F38-M12-070 38 X 17 CAC-38/17 M 12 70 13 31 7CHB-F38-M12-080 38 X 17 CAC-38/17 M 12 80 13 31 7CHB-F38-M12-100 38 X 17 CAC-38/17 M 12 100 13 31 7CHB-F38-M12-125 38 X 17 CAC-38/17 M 12 125 13 31 7CHB-F38-M12-150 38 X 17 CAC-38/17 M 12 150 13 31 7CHB-F38-M12-200 38 X 17 CAC-38/17 M 12 200 13 31 7CHB-F38-M16-030 38 X 17 CAC-38/17 M 16 30 16 31 7CHB-F38-M16-040 38 X 17 CAC-38/17 M 16 40 16 31 7CHB-F38-M16-050 38 X 17 CAC-38/17 M 16 50 16 31 7CHB-F38-M16-060 38 X 17 CAC-38/17 M 16 60 16 31 7CHB-F38-M16-080 38 X 17 CAC-38/17 M 16 80 16 31 7CHB-F38-M16-100 38 X 17 CAC-38/17 M 16 100 16 31 7CHB-F38-M16-125 38 X 17 CAC-38/17 M 16 125 16 31 7CHB-F38-M16-150 38 X 17 CAC-38/17 M 16 150 16 31 7CHB-F38-M16-200 38 X 17 CAC-38/17 M 16 200 16 31 7
21w w w . c l p t . b e
0 4
T- Hammer head bo l ts , washers and nu ts wou ld be separa te ly packed in p las t i c bags ins ide each box .
Dimensions Hammer Head T- Bol ts CHB-H 40
ZP = s tee l 4 .6 , z inc p la tedSS2 = s ta in less s tee l A IS I 304 (A2) on reques t
CHB-H 40Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-H40-M10-030 40 x 25 CAC-40/25 M 10 30 14 32,50 7CHB-H40-M10-040 40 x 25 CAC-40/25 M 10 40 14 32,50 7CHB-H40-M10-050 40 x 25 CAC-40/25 M 10 50 14 32,50 7
CHB-H40-M10-060 40 x 25 CAC-40/25 M 10 60 14 32,50 7CHB-H40-M10-080 40 x 25 CAC-40/25 M 10 80 14 32,50 7CHB-H40-M10-100 40 x 25 CAC-40/25 M 10 100 14 32,50 7CHB-H40-M12-030 40 x 25 CAC-40/25 M 12 30 14 32,50 7CHB-H40-M12-040 40 x 25 CAC-40/25 M 12 40 14 32,50 7CHB-H40-M12-050 40 x 25 CAC-40/25 M 12 50 14 32,50 7
see tab le nex t page.
Allowed load for CHB-F40bolts
SOFT STEEL CAC-38/17 rails STAINLESS STEEL CAC-38/17 railsRecommended
tighting torque
4.6 / 8.8 / A2
Max. last lengterichting Max. last lengterichting
Allow. load 4.6/ 8.8
load4.6 / 8.8
at initial torque4.6 / 8.8
Allow. load load at initial torque
Thread diameter KN KN Nm KN KN Nm Ma (Nm)
M10 6,4 / 13,3 0,3 / 1,1 15 / 48 6,4 0,3 15 15 / 48 / 15M12 9,3 / 19,4 0,5 / 1,6 25 / 70 9,3 0,5 25 25 / 70 / 25M16 17,3 / 36,1 0,9 / 3,0 60 / 200 17,3 0,9 60 60 / 200 / 60
22
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
CHB-H 40Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-H40-M12-060 40 x 25 CAC-40/25 M 12 60 14 32,50 7CHB-H40-M12-080 40 x 25 CAC-40/25 M 12 80 14 32,50 7CHB-H40-M12-100 40 x 25 CAC-40/25 M 12 100 14 32,50 7CHB-H40-M12-125 40 x 25 CAC-40/25 M 12 125 14 32,50 7CHB-H40-M12-150 40 x 25 CAC-40/25 M 12 150 14 32,50 7CHB-H40-M12-200 40 x 25 CAC-40/25 M 12 200 14 32,50 7CHB-H40-M16-030 40 x 25 CAC-40/25 M 16 30 17 32,50 8CHB-H40-M16-040 40 x 25 CAC-40/25 M 16 40 17 32,50 8CHB-H40-M16-050 40 x 25 CAC-40/25 M 16 50 17 32,50 8CHB-H40-M16-060 40 x 25 CAC-40/25 M 16 60 17 32,50 8CHB-H40-M16-080 40 x 25 CAC-40/25 M 16 80 17 32,50 8CHB-H40-M16-100 40 x 25 CAC-40/25 M 16 100 17 32,50 8CHB-H40-M16-125 40 x 25 CAC-40/25 M 16 125 17 32,50 8CHB-H40-M16-150 40 x 25 CAC-40/25 M 16 150 17 32,50 8CHB-H40-M16-200 40 x 25 CAC-40/25 M 16 200 17 32,50 8CHB-H40-M16-250 40 x 25 CAC-40/25 M 16 250 17 32,50 8CHB-H40-M16-300 40 x 25 CAC-40/25 M 16 300 17 32,50 8
Al lowed load for the CHB- H40 bol ts :
Mater ia l : S tee l 4 .6 o f 8 .8 ( f in ish ing SB = Shot B las t ; ZP = Z inc P la ted) SS2 = A ISIS304 (A2) on demand
Allowed load for CHB-H 40 bolts
SOFT STEEL CAC-40/25 rails STAINLESS STEEL CAC-40/25 railsRecommended tighting torque
4.6 / 8.8 / A2
max. load longitudinal max. load longitudinal
Allow. load
4.6/ 8.8load
4.6 / 8.8at initial torque
4.6 / 8.8allow. load load at initial torque
Thread diameter KN KN Nm KN KN Nm Ma (Nm)
M10 6,4 / 13,3 0,3 / 1,1 15 / 48 6,4 0,3 15 15 / 48 / 15M12 9,3 / 19,4 0,5 / 1,6 25 / 70 9,3 0,5 25 25 / 70/ 25M16 17,3 / 36,1 0,9 / 3,0 60 / 200 17,3 0,9 60 60 / 200/ 60
T- Hammer head bolts, washers and nuts would be separately packed in plastic bags inside each box.
23w w w . c l p t . b e
0 4
Dimensions Hammer Head T- Bol ts CHB-H 49
ZP = s tee l 4 .6 , z inc p la tedSS2 = s ta in less s tee l A IS I 304 (A2) on reques t
CHB-H 49Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-H49-M12-030 49 x 30 CAC-49/30 M 12 30 13 41 10CHB-H49-M12-040 49 x 30 CAC-49/30 M 12 40 13 41 10CHB-H49-M12-050 49 x 30 CAC-49/30 M 12 50 13 41 10
CHB-H49-M12-060 49 x 30 CAC-49/30 M 12 60 13 41 10CHB-H49-M12-080 49 x 30 CAC-49/30 M 12 80 13 41 10CHB-H49-M12-100 49 x 30 CAC-49/30 M 12 100 13 41 10CHB-H49-M12-125 49 x 30 CAC-49/30 M 12 125 13 41 10CHB-H49-M12-150 49 x 30 CAC-49/30 M 12 150 13 41 10CHB-H49-M12-200 49 x 30 CAC-49/30 M 12 200 13 41 10CHB-H49-M12-300 49 x 30 CAC-49/30 M 12 300 13 41 10CHB-H49-M16-035 49 x 30 CAC-49/30 M 16 35 17 41 11CHB-H49-M16-045 49 x 30 CAC-49/30 M 16 45 17 41 11CHB-H49-M16-055 49 x 30 CAC-49/30 M 16 55 17 41 11CHB-H49-M16-065 49 x 30 CAC-49/30 M 16 65 17 41 11CHB-H49-M16-075 49 x 30 CAC-49/30 M 16 75 17 41 11CHB-H49-M16-100 49 x 30 CAC-49/30 M 16 100 17 41 11CHB-H49-M16-125 49 x 30 CAC-49/30 M 16 125 17 41 11
see tab le nex t page.
24
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
CHB-H 49Channel Profile Dimensions mm
w x h Channel type d (M) L w I t
CHB-H49-M16-150 49 x 30 CAC-49/30 M 16 150 17 41 11CHB-H49-M16-200 49 x 30 CAC-49/30 M 16 200 17 41 11CHB-H49-M16-300 49 x 30 CAC-49/30 M 16 300 17 41 11CHB-H49-M20-035 49 x 30 CAC-49/30 M 20 35 21 41 12CHB-H49-M20-045 49 x 30 CAC-49/30 M 20 45 21 41 12CHB-H49-M20-055 49 x 30 CAC-49/30 M 20 55 21 41 12CHB-H49-M20-065 49 x 30 CAC-49/30 M 20 65 21 41 12CHB-H49-M20-075 49 x 30 CAC-49/30 M 20 75 21 41 12CHB-H49-M20-100 49 x 30 CAC-49/30 M 20 100 21 41 12CHB-H49-M20-125 49 x 30 CAC-49/30 M 20 125 21 41 12CHB-H49-M20-150 49 x 30 CAC-49/30 M 20 150 21 41 12CHB-H49-M20-200 49 x 30 CAC-49/30 M 20 200 21 41 12CHB-H49-M20-300 49 x 30 CAC-49/30 M 20 300 21 41 12
Al lowed load for the CHB- H49 bol ts :
Mater ia l : S tee l 4 .6 o f 8 .8 ( f in ish ing SB = Shot B las t ; ZP = Z inc P la ted) SS2 = A ISIS304 (A2) on demand
T- Hammer head bolts, washers and nuts would be separately packed in plastic bags inside each box.
Allowed load for CHB-H 49 bolts
SOFT STEEL CAC-49/30 rails STAINLESS STEEL CAC-49/30 railsRecommended tighting torquel4.6 / 8.8 / A2
max. load longitudinal max. load longitudinal
Allow. load4.6/ 8.8
load4.6 / 8.8
at initial torque4.6 / 8.8
Allow. load load at initial torque
Thread diameter KN KN Nm KN KN Nm Ma (Nm)
M10 6,4 / 13,3 0,3 / 1,1 15 / 48 6,4 0,3 15 15 / 48 / 15M12 9,3 / 19,4 0,5 / 1,6 25 / 70 9,3 0,5 25 25 / 70/ 25M16 17,3 / 36,1 0,9 / 3,0 60 / 200 17,3 0,9 60 60 / 200/ 60M20 27,0 / 56,4 1,4 / 4,7 120 / 400 27,0 1,4 120 120 / 400/ 120
25w w w . c l p t . b e
0 4
Dimensions Hammer Head T- Bol ts CHB-H 50
ZP = s tee l 4 .6 , z inc p la tedHDG = ho t d ipped ga lvan ized on reques tSS2 = s ta in less s tee l A IS I 304 (A2) on reques t
CHB-H 50Channel Profile Dimensions mm
Channel type d (M) L w I t
CHB-H50-M12-030-ZP CAH-50/30 & CAH-52/34 M 12 30 13 41,5 10CHB-H50-M12-040-ZP CAH-50/30 & CAH-52/34 M 12 40 13 41,5 10CHB-H50-M12-050-ZP CAH-50/30 & CAH-52/34 M 12 50 13 41,5 10
CHB-H50-M12-060-ZP CAH-50/30 & CAH-52/34 M 12 60 13 41,5 10CHB-H50-M12-080-ZP CAH-50/30 & CAH-52/34 M 12 80 13 41,5 10CHB-H50-M12-100-ZP CAH-50/30 & CAH-52/34 M 12 100 13 41,5 10CHB-H50-M12-125-ZP CAH-50/30 & CAH-52/34 M 12 125 13 41,5 10CHB-H50-M12-150-ZP CAH-50/30 & CAH-52/34 M 12 150 13 41,5 10CHB-H50-M12-200-ZP CAH-50/30 & CAH-52/34 M 12 200 13 41,5 10CHB-H50-M12-300-ZP CAH-50/30 & CAH-52/34 M 12 300 13 41,5 10CHB-H50-M16-035-ZP CAH-50/30 & CAH-52/34 M 16 35 17 41,5 11CHB-H50-M16-045-ZP CAH-50/30 & CAH-52/34 M 16 45 17 41,5 11CHB-H50-M16-055-ZP CAH-50/30 & CAH-52/34 M 16 55 17 41,5 11CHB-H50-M16-065-ZP CAH-50/30 & CAH-52/34 M 16 65 17 41,5 11CHB-H50-M16-075-ZP CAH-50/30 & CAH-52/34 M 16 75 17 41,5 11CHB-H50-M16-100-ZP CAH-50/30 & CAH-52/34 M 16 100 17 41,5 11CHB-H50-M16-125-ZP CAH-50/30 & CAH-52/34 M 16 125 17 41,5 11CHB-H50-M16-150-ZP CAH-50/30 & CAH-52/34 M 16 150 17 41,5 11CHB-H50-M16-200-ZP CAH-50/30 & CAH-52/34 M 16 200 17 41,5 11
see tab le nex t page.
26
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
Al lowed load for the CHB- H50 bol ts :
T- Hammer head bo l ts , washers and nu ts wou ld be separa te ly packed in p las t i c bags ins ide each box .
Allowed load for C.L.P.T. CHB-H 49 bolts Channel profile Recommended tighting torque
Thread diameter channel type Ma (Nm)
M 12 CAH-50/30 & CAH-52/34 25M 16 CAH-50/30 & CAH-52/34 60
M 20 CAH-50/30 & CAH-52/34 75 (50/30) 120 (52/34)
Hammer Hook-head toothed straps
CHB-H50-M16-300-ZP CAH-50/30 & CAH-52/34 M 16 300 17 41,5 11CHB-H50-M20-035-ZP CAH-50/30 & CAH-52/34 M 20 35 21 41,5 12CHB-H50-M20-045-ZP CAH-50/30 & CAH-52/34 M 20 45 21 41,5 12CHB-H50-M20-055-ZP CAH-50/30 & CAH-52/34 M 20 55 21 41,5 12CHB-H50-M20-065-ZP CAH-50/30 & CAH-52/34 M 20 65 21 41,5 12CHB-H50-M20-075-ZP CAH-50/30 & CAH-52/34 M 20 75 21 41,5 12CHB-H50-M20-100-ZP CAH-50/30 & CAH-52/34 M 20 100 21 41,5 12CHB-H50-M20-125-ZP CAH-50/30 & CAH-52/34 M 20 125 21 41,5 12CHB-H50-M20-150-ZP CAH-50/30 & CAH-52/34 M 20 150 21 41,5 12CHB-H50-M20-200-ZP CAH-50/30 & CAH-52/34 M 20 200 21 41,5 12CHB-H50-M20-300-ZP CAH-50/30 & CAH-52/34 M 20 300 21 41,5 12
27w w w . c l p t . b e
0 4
Hammer Hook-head toothed strap : CHP-F-28 and 38
ZP = z inc p la ted
The ser ra t ion on the s t rap and the washer in te r lock to ensure sa fe t ransmi t ta l o f loads . By cas t ing in the channe ls perpend icu la r to each o ther, th ree d imen-s iona l ad jus tab i l i t y i s ach ieved.The hammerhead res t ra in t p laques a re av iab le in d i f fe ren t leng ths .The knur led s lo t , wh ich i s on the las t par t o f the p laque a l lows the inser t ion o f M 10 and M12 hammerhead bo l ts accord ing to the p ro f i le used.
max a l lowab le load 8 ,5 kNCHP-F28 & 38 Channel Prof i le Dimensions mm
w x h channel type
L mm L1 ca. mm
slot a x b axial spacinge +/- 20mm
wall spacing mm
CHP-F28-0090-ZP 28 x 15 CAC-28/15 90 13 50 x 11 50 0 - 20CHP-F28-0115-ZP 28 x 15 CAC-28/15 115 13 50 x 11 75 .5 - 45CHP-F28-0140-ZP 28 x 15 CAC-28/15 140 13 50 x 11 100 30 - 70
CHP-F28-0165-ZP 28 x 15 CAC-28/15 165 13 50 x 11 125 55 - 95CHP-F28-0190-ZP 28 x 15 CAC-28/15 190 13 50 x 11 150 80 - 120CHP-F28-0215-ZP 28 x 15 CAC-28/15 215 13 50 x 11 175 105 - 145CHP-F28-0240-ZP 28 x 15 CAC-28/15 240 13 50 x 11 200 130 - 170
see tab le nex t page.
L
b
t
eL1
28
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
CHP-SW-28 & 38 Channel Prof i le Dimensions mmw x h channel type B1 B2 slot t
CHP-SW-28-35/40x13-ZP 28 X 15 CAC-28/15 35 40 diam. 13 5 mmCHP-SW-28-35/30x13-ZP 28 X 15 CAC-28/15 35 30 diam. 13 5 mmCHP-SW-38-35/40x13-ZP 38 X 17 CAC-38/17 35 40 diam. 13 5 mmCHP-SW-38-35/30x13-ZP 38 X 17 CAC-38/17 35 30 diam. 13 5 mmCHP-SW-38-35/30x17-ZP 38 X 17 CAC-38/17 35 30 diam. 17 5 mm
Hammer Hook-head toothed strap : CHP-H-40
B1 B2
t
ZP = z inc p la tedb
L
e a
Serrat ing Washer : CHP-SW-28 and 38
CHP-F38-0115-ZP 38 X 17 CAC-38/15 115 15 50 x 17 75 0 - 20CHP-F38-0140-ZP 38 X 17 CAC-38/16 140 15 50 x 17 100 .5 - 45CHP-F38-0165-ZP 38 X 17 CAC-38/17 165 15 50 x 17 125 30 - 70CHP-F38-0190-ZP 38 X 17 CAC-38/17 190 15 50 x 17 150 55 - 95CHP-F38-0215-ZP 38 X 17 CAC-38/17 215 15 50 x 17 175 80 - 120CHP-F38-0240-ZP 38 X 17 CAC-38/17 240 15 50 x 17 200 105 - 145
ZP = z inc p la ted
29w w w . c l p t . b e
0 4
CHP-SW-40 Channel Prof i le Dimensions mmw x h channel type B1 B2 slot t
CHP-SW-40-35/40x13-ZP 40 x 25 CAC-40/25 35 40 diam. 13 5 mmCHP-SW-40-35/30x13-ZP 40 x 25 CAC-40/25 35 30 diam. 13 5 mmCHP-SW-40-35/40x17-ZP 40 x 25 CAC-40/25 35 30 diam. 17 5 mmCHP-SW-40-35/40x17-ZP 40 x 25 CAC-40/25 35 30 diam. 17 5 mm
Serrat ing Washer : CHP-SW-40
The ser ra t ion on the s t rap and the washer in te r lock to ensure sa fe t ransmi t -ta l o f loads . By cas t ing in the channe ls perpend icu la r to each o ther, th ree d imens iona l ad jus tab i l i t y i s ach ieved. The hammerhead res t ra in t p laques a re av iab le in d i f fe ren t leng ths .
The knur led s lo t , wh ich i s on the las t par t o f the p laque a l lows the inser t ion o f M 10 , M 12 and M16 hammerhead bo l ts accord ing to the p ro f i le used.
max a l lowab le load 8 ,5 kN
ZP = z inc p la ted
CHP Channel Prof i le Dimensions mmw x h channel
typeL mm L1 ca.
mmslot a x b axial spacing
e +/- 20mmwall spacing
mmCHP-H40-0115-ZP 40 x 25 CAC-40/25 110 22 50 x 17 75 0 - 20CHP-H40-0140-ZP 40 x 25 CAC-40/25 130 22 50 x 17 100 .5 - 45CHP-H40-0165-ZP 40 x 25 CAC-40/25 160 22 80 x 17 125 30 - 70
CHP-H40-0190-ZP 40 x 25 CAC-40/25 180 22 80 x 17 150 55 - 95CHP-H40-0215-ZP 40 x 25 CAC-40/25 210 22 80 x 17 175 80 - 120CHP-H40-0240-ZP 40 x 25 CAC-40/25 235 22 80 x 17 200 105 - 145
B1 B2
t
30
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
CHP Channel Prof i le Dimensions mmw x h channel type L mm L1 ca.
mmslot
a x baxial spacinge +/- 20mm
wall spacing mm
CHP-H49-0115-ZP 49 x 30 CAC-49/30 on request 27 50 x 17 on request
Serrat ing Washer : CHP-SW-49
CHP-SW-40 Channel Prof i le Dimensions mmw x h channel type B1 B2 slot t
CHP-SW-49-35/40x13-ZP 49 x 30 CAC-49/30 35 40 diam. 13 5 mmCHP-SW-49-35/50x17-ZP 49 x 30 CAC-49/30 35 50 diam. 17 5 mm
ZP = z inc p la ted
B1 B2
t
Hammer Hook-head toothed strap : CHP-H-49
ZP = z inc p la ted
The ser ra t ion on the s t rap and the washer in te r lock to ensure sa fe t ransmi t ta l o f loads . By cas t ing in the channe ls perpend icu la r to each o ther, th ree d imens iona l ad jus tab i l i t y i s ach ieved. The hammerhead res t ra in t p laques a re av iab le in de f fe ren t leng ths .
The knur led s lo t , wh is i s on the las t par t o f the p laque a l lows the inser t ion o f M 12 and M16 hammerhead bo l ts accord ing to the p ro f i le used.
max a l lowab le load 8 ,5 kN
LaL
e
31w w w . c l p t . b e
0 4
CWT-1 Counterplate
ZP = z inc p la ted
ZP = z inc p la tedMax imum load : 12 kN, channe l : CAC-49Max imum load : 09 kN, channe l : CAC-40 CWT-1 Channel Prof i le Dimensions mm
in pannel in beam Lt H I D x L D CWT-1-170-ZP CAC-49/30 CAC-40/25 170 60 70 17 x 80 17CWT-1-210-ZP CAC-49/30 CAC-40/25 210 60 70 17 x 80 17CWT-1-250-ZP CAC-49/30 CAC-40/25 250 60 70 17 x 80 17CWT-1-110-ZP CAC-49/30 CAC-40/25 110 100 70 17 x 80 17CWT-1-150-ZP CAC-49/30 CAC-40/25 150 100 70 17 x 80 17CWT-1-210-ZP CAC-49/30 CAC-40/25 210 100 70 17 x 80 17CWTP-50/50-ZP counter plate 17
32
C a s t - i n A n c h o r C H A N N E L S a n d a c c e s s o r i e s
VTU-PGwithout foam
Dimensions mmA b B A
VTU-25/060-PG 25 60 80 25VTU-25/080-PG 25 80 100 25VTU-30/060-PG 30 60 80 30VTU-30/100-PG 30 100 120 30VTU-40/060-PG 40 60 80 40VTU-40/100-PG 40 100 120 40
BA
b
L
Prof i led Metal sheet f ix ing : VTU
VTU-PG
wi thou t foamPG = pre - ga lvan ised s tee l 3 mmLength : L 3000 mm / 6000 mm
CWT-2 Channel Prof i le Dimensions mmin pannel in beam Lt H I D x L D x L
CWT-2-170-ZP CAC-49/30 CAC-40/25 170 155 70 17 x 80 21 x 80CWT-2-210-ZP CAC-49/30 CAC-40/25 210 155 70 17 x 80 21 x 80
CWTP-50/50-ZP counter plate 17
CWT-2 Counterplate
ZP = z inc p la tedMax imum load 15 kN
33w w w . c l p t . b e
0 4
VTU-F-PGwith foam
Dimensions mmA b B A
VTU-25/060-F-PG 25 60 80 25VTU-25/080-F-PG 25 80 100 25VTU-30/060-F-PG 30 60 80 30VTU-30/100-F-PG 30 100 120 30VTU-40/060-F-PG 40 60 80 40VTU-40/100-F-PG 40 100 120 40
VTU-Ffoam
Dimensions mmA B L
VTU-20/50-PF 20 50 3000VTU-20/70-PF 20 70 3000VTU-25/50-PF 25 50 3000VTU-25/90-PF 25 90 3000
wi th foamPG = pre - ga lvan ised s tee l 3 mmLength : L 3000 mm / 6000 mm
Polye th i lenLength : L 3000 mm / 6000 mm B
B
A
A
L
L
Foam Str ip
VTU -F-PG
34
Notes
35w w w . c l p t . b e
0 4
C.L .P.T. bvbaAntwerpses teenweg 124 / 262630 Aar tse laar Be lg ium
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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.
0 9
0 8
0 7
0 6
0 5
0 4
0 3
0 2
0 1
PRODUCT RANGE
