TRANSPORT threaded LIFTING and FIXING inserts. 1D - system. precast concrete solutions. fixing lifting connecting

Transcription

1 TRANSPORT threaded LIFTING and FIXING inserts 1D - system precast concrete solutions fixing lifting connecting

2 CLPT: combining deep experience with professionalisation CLPT was founded in 1995 and has more than 20 years of experience in serving precast concrete customers. New owners and a new management team came into place in 23 providing a new drive to the company. Focusing on further professionalisation will lead to enhanced service to our customers and continued growth in Europe. CLPT provides a wide and complete range of essential products to the precast- and building industry to support lifting, fixing and connecting. CLPT stands for the highest quality and safety at a good and fair price. Customer delight is our passion.

3 Contents Lifting sockets Technical specification lifting sockets Lifting socket cylindrical (tube) Lifting socket cylindrical with Plastic cap Lifting socket with flat end Lifting socket with foot plate Lifting Crown anchor (short) Lifting Wavy Tail anchor (short) Lifting Wavy Tail anchor (long) Lifting segment anchor Lifting segment anchor with plate Connector Lifting loop Lifting loop - GOLIATH Lifting eye Swivel Lifting eye Swivel with cable Cast-in lifting loop Cast-in lifting loop PP Cast-in bended lifting loop Wire rope clips Bended lifting loop system Transport anchor system for LTL loop Fixing inserts Technical specification fixing inserts Fixing insert with flat end Fixing insert with nailing plate Fixing insert with bended end Fixing bolt anchor Fixing bolt plate anchor Accessories Fixing nailing plate 2 Fixing nailing plate 10 Universal key Breakable fixing pin Double metric mounting plug agnet basis - steel LSC LSC- B LSF LSP LSA LWS LWL LHD LHDP TFS LLP LGH LSW-C LSW-CK CIL CIL-PP LBL CUB LTL LTA FIF FINP FIB FBA FBP FNP02 FNP10 FNK BFP DP RS

4 TRANSPORT threaded LIFTING and FIXING inserts The C.L.P.T. lifting- transport anchors and the corresponding lifting devices are produced with normal ETRIC thread () and ROUND ETRIC thread (Rd). Different factors and influences have to be taken into account to determine the load on the lifting anchors: 1- Weight of the element 2 - Adhesion between the concrete and the mould (steel or timber). 3- Dynamic factor (loading increase), dumping during the lifting is determined according to DIN Lifting under an angle when using multiple slings without a beam. 5- Additional reinforcement by lifting and turning the precast element. 1 - Calculation of the weight (G) of the element: G = density concrete (25 kn/m³) x volume (L /m x W /m x T /m) = kn 2 - Calculation of the adhesion (Ha) to the mould: Ha = surface of the contact area (m²) x adhesion force (kn / m²) = kn - adhesion force oiled steel mould = 1 kn / m² - adhesion force timber mould (smooth) = 2 kn / m² - adhesion force timber mould (rough) = 3 kn / m² - adhesion force TT- plates = 2 x G - adhesion force cassette plates = 3 x G 3 - Dynamic factor / lifting, total load (Vt) : Depending the use of a fork lift truck or a crane with a lifting speed (Vh) the load has to be increased with a lifting factor (f). Lifting class according DIN 158 Lifting factor (f) to the lifting speed (Vh) Vh < 90 m / min Vh > 90 m / min H1 1,1 + 0,0022 Vh 1,3 H2 1,2 + 0,0044 Vh 1,6 H3 1,3 + 0,0066 Vh 1,9 H4 1,4 + 0,0088 Vh 2,2 Total load (Vt) = { weight/element (G) + adhesion (Ha) } x lifting factor (f) = kn 4

5 4 - Lifting under an angle when using multiple slings without a beam. The load / anchor (Va) = total load (Vt) / number of anchors (a) = kn The adapted load (Vl) = the load / anchor (Va) / cos B Increase factor (z) = 1 / cos B --> or following the table below Increase factor (z) depend of the lifting angle B Lifting angle (B) Increase factor (Z) 1,00 1,04 1,16 1,41 2,00 The adapted load (Vl) = increase factor ( z) x the total load / anchor (Va) 5 - For all transport- lifting anchors, the upper- and lower reinforcement steel must be present: Permissible load capacity of the socket under axial lift. of Rd Load kn inim. element thickness d inim. edge distance a

6 TRANSPORT threaded LIFTING and FIXING inserts Anchorage reinforcement or Rd Load kn Anchor - bar loading kn bar diam ds diam. of bending dbr length L , , , , , or Rd Concrete strength B 10 B 15 B 25 B 35 B

7 Additional reinforcement for lifting chains that are not axial (vertical) or Rd ds I dbr total length Additional reinforcement for tilting panels from horizontal to vertical or Rd Additional Reinforcement Radial Reinforcement ds 1 L3 L x dbr x ds2 total length x 32 x x 32 x x 40 x x 48 x x 56 x

8 TRANSPORT threaded LIFTING and FIXING inserts Additional reinforcement for flat steel anchor type : LSP or Rd Additional Reinforcement ds x h L1 x L2 x L3 element thickn. d inimum distance ar x aa 12 6 x x60 x x x x 70 x x x x 80 x x x x 100 x x x x 110 x x 1000 Example to calculate the type of an anchor: Element Length (L) Width (W) Thickness (T) = 4 m = 1,5 m = 0,2 m Adhesion Steel mould = 1 kn / m² Lifting factor (f) = 1,6 Lifting angle = 45 quantity of anchors (a) = 2 pieces Vl = z x [ { (L x W x T x density concrete) + (L x W x adhesion steel mould)} x f ] = kn / anchor quantity of anchors (a) Vl = 1,41 x [{(4 x1,5 x 0,2 x 25) + (4 x 1,5 x 1)} x 1,6 ] = 40,61 = 41 kn / anchor 2 8

9 Lifting Socket Cylindrical (Tube) Zinc-plated finish & Inner plastic plug & cross-hole aterial : Seamless precision tube St 52.3 A rebar must be passed through the cross hole to transfer the load into the concrete. Stainless Steel on request (304 and 316) Dimensions and safe working loads at concrete strength of 25 N / ² LSC--ZP zinc plated LSC-Rd-ZP zinc plated Rd Permissing (*) load (kg) (*) Ensure that all load factors have been taken into account Dimensions () L x diam. D c e LSC ZP 12 LSC-Rd ZP Rd x 15,0 8,0 22 LSC ZP 12 LSC-Rd ZP Rd x 15,0 8,0 22 LSC ZP 16 LSC-Rd ZP Rd x 21,0 13,0 27 LSC ZP 20 LSC-Rd ZP Rd x 27,2 15,5 35 LSC ZP 20 LSC-Rd ZP Rd x 27,2 15,5 35 LSC ZP 24 LSC-Rd ZP Rd x 31,0 18,0 43 LSC ZP 30 LSC-Rd ZP Rd x 39,5 22,5 56 LSC ZP 36 LSC-Rd ZP Rd x 47,0 27,5 68 LSC ZP 42 LSC-Rd ZP Rd x 54,0 32,0 80 LSC ZP 52 LSC-Rd ZP Rd x 67,2 40,

10 TRANSPORT threaded LIFTING and FIXING inserts Lifting Socket Cylindrical (Tube) with plastic cap Zinc-plated finish & Inner plastic plug & cross-hole & PLASTIC CAP. aterial : Seamless precision tube St 52.3 A rebar must be passed through the cross hole to transfer the load into the concrete. Dimensions and safe working loads at concrete strength of 25 N / ² LSC-B--ZP zinc plated LSC-B-Rd-ZP zinc plated Rd (*) Ensure that all load factors have been taken into account Permissing (*) load (kg) Dimensions () L x diam. D c e LSC-B ZP 12 LSC-B-Rd ZP Rd x 15,0 8,0 22 LSC-B ZP 16 LSC-B-Rd ZP Rd x 21,0 13,0 27 LSC-B ZP 20 LSC-B-Rd ZP Rd x 27,2 15,5 35 LSC-B ZP 24 LSC-B-Rd ZP Rd x 31,0 18,0 43 LSC-B ZP 30 LSC-B-Rd ZP Rd x 39,5 22,5 56 LSC-B ZP 36 LSC-B-Rd ZP Rd x 47,0 27,5 68 Lifting Socket with flat end Zinc-plated finish & cross-hole aterial : Seamless precision tube St A rebar must be passed through the cross hole to transfer the load into the concrete. Stainless Steel on request (304 and 316) Dimensions and safe working loads at concrete strength of 25 N / ² LSF--ZP zinc plated LSF-Rd-ZP zinc plated Rd (*) Ensure that all load factors have been taken into account Permissing (*) load (kg) Dimensions () L x diam. D g e LSF ZP 12 LSF-Rd ZP Rd x 15, LSF ZP 16 LSF-Rd ZP Rd x 21, LSF ZP 16 LSF-Rd ZP Rd x 21, LSF ZP 20 LSF-Rd ZP Rd x 27, LSF ZP 24 LSF-Rd ZP Rd x 31, LSF ZP 30 LSF-Rd ZP Rd x 39,

11 Lifting socket with foot plate All zinc plated, cylindrical socket with flat square weld on plate. aterial : Seamless precision St 52.3 tube and high strength steel plate. Dimensions and safe working loads at concrete strength of 25 N / ². Stainless Steel on request (304 and 316) LSP--ZP zinc plated LSP-Rd-ZP zinc plated Rd Permissing (*) load (kg) Dimensions () L x diam. D t a x b LSP ZP 12 LSP-Rd ZP Rd x 15, x 35 LSP ZP 16 LSP-Rd ZP Rd x 21, x 50 LSP ZP 20 LSP-Rd ZP Rd x 27, x 60 LSP ZP 24 LSP-Rd ZP Rd x 31, x 80 LSP ZP 30 LSP-Rd ZP Rd x 39, x 100 LSP ZP 36 LSP-Rd ZP Rd x 47, x 130 LSP ZP 42 LSP-Rd ZP Rd x 54, x 130 (*) Ensure that all load factors have been taken into account, additional reinforcement must be used to transmit the forces into the concrete. Lifting crown anchor (short) Zinc plated, aterial : high strength steel. Dimensions and safe working loads at concrete strength of 25 N / ². Stainless Steel on request (304 and 316) LSA--ZP zinc plated LSA-Rd-ZP zinc plated Rd Permissing (*) load (kg) Dimensions () L D e LSA ZP 12 LSA-Rd ZP Rd LSA ZP 16 LSA-Rd ZP Rd LSA ZP 20 LSA-Rd ZP Rd LSA ZP 24 LSA-Rd ZP Rd LSA ZP 30 LSA-Rd ZP Rd (*) Ensure that all load factors have been taken into account, additional reinforcement must be used to transmit the forces into the concrete. 11

12 TRANSPORT threaded LIFTING and FIXING inserts Lifting wavy tail anchor (short) Socket : Zinc plated / rebar: black aterial : Socket seamless precision tube with high strength rebar. Stainless steel sockets available on request, 304 or 316. Dimensions and safe working loads at concrete strength of 25 N / ² LWS--ZP zinc plated / black LWS-Rd-ZP zinc plated / black Rd Permissing (*) load (kg) Dimensions () L d1 e LWS ZP 12 LWS-Rd ZP Rd LWS ZP 16 LWS-Rd ZP Rd LWS ZP 20 LWS-Rd ZP Rd LWS ZP 24 LWS-Rd ZP Rd LWS ZP 30 LWS-Rd ZP Rd LWS ZP 36 LWS-Rd ZP Rd LWS ZP 42 LWS-Rd ZP Rd (*) Ensure that all load factors have been taken into account, additional reinforcement must be used to transmit the forces into the concrete. Lifting wavy tail anchor (long) Socket : Zinc plated / rebar: black aterial : Socket seamless precision tube with high strength rebar. Stainless steel sockets available on request, 304 or 316. Dimensions and safe working loads at concrete strength of 25 N / ² 12

13 LWL--ZP zinc plated / black LWL-Rd-ZP zinc plated / black Rd Permissing (*) load (kg) Dimensions () L d1 e LWL ZP 12 LWL-Rd ZP Rd LWL ZP 16 LWL-Rd ZP Rd LWL ZP 20 LWL-Rd ZP Rd LWL ZP 24 LWL-Rd ZP Rd LWL ZP 30 LWL-Rd ZP Rd LWL ZP 36 LWL-Rd ZP Rd LWL ZP 42 LWL-Rd ZP Rd (*) Ensure that all load factors have been taken into account, additional reinforcement must be used to transmit the forces into the concrete. Lifting segment anchor Socket : Zinc plated / food anchor: black. aterial : Socket seamless precision tube. Stainless steel sockets available on request, 304 or 316. Dimensions and safe working loads at concrete strength of 25 N / ² LHD--ZP zinc plated / black LHD-Rd-ZP zinc plated / black Rd Permissing (*) load (kg) Dimensions () L x diam. D e D LHD ZP 12 LHD-Rd ZP Rd x LHD ZP 12 LHD-Rd ZP Rd x LHD ZP 12 LHD-Rd ZP Rd x LHD ZP 14 LHD-Rd ZP Rd x LHD ZP 14 LHD-Rd ZP Rd x LHD ZP 16 LHD-Rd ZP Rd x LHD ZP 16 LHD-Rd ZP Rd x LHD ZP 16 LHD-Rd ZP Rd x

14 TRANSPORT threaded LIFTING and FIXING inserts LHD--ZP zinc plated / black LHD-Rd-ZP zinc plated / black Rd (*) Ensure that all load factors have been taken into account, additional reinforcement must be used to transmit the forces into the concrete. Lifting segment anchor with plate Permissing (*) load (kg) Dimensions () L x diam. D e D LHD ZP 16 LHD-Rd ZP Rd x LHD ZP 16 LHD-Rd ZP Rd x LHD ZP 18 LHD-Rd ZP Rd x LHD ZP 18 LHD-Rd ZP Rd x LHD ZP 20 LHD-Rd ZP Rd x LHD ZP 20 LHD-Rd ZP Rd x LHD ZP 20 LHD-Rd ZP Rd x LHD ZP 20 LHD-Rd ZP Rd x LHD ZP 20 LHD-Rd ZP Rd x LHD ZP 24 LHD-Rd ZP Rd x LHD ZP 24 LHD-Rd ZP Rd x LHD ZP 24 LHD-Rd ZP Rd x LHD ZP 24 LHD-Rd ZP Rd x LHD ZP 30 LHD-Rd ZP Rd x LHD ZP 30 LHD-Rd ZP Rd x LHD ZP 30 LHD-Rd ZP Rd x LHD ZP 30 LHD-Rd ZP Rd x LHD ZP 36 LHD-Rd ZP Rd x LHD ZP 36 LHD-Rd ZP Rd x LHD ZP 36 LHD-Rd ZP Rd x LHD ZP 42 LHD-Rd ZP Rd x LHD ZP 42 LHD-Rd ZP Rd x Socket : Zinc plated / food anchor and plate : black. aterial : Socket seamless precision tube. Stainless steel sockets available on request, 304 or 316. b L Dimensions and safe working loads at concrete strength of 25 N / ² a 14

15 LHDP--ZP zinc plated / black Connector LHDP-Rd-ZP zinc plated / black Rd Permissing (*) load (kg) Dimensions () L t a x b LHDP ZP 12 LHDP-Rd ZP x50 LHDP ZP 16 LHDP-Rd ZP x80 LHDP ZP 20 LHDP-Rd ZP x100 LHDP ZP 24 LHDP-Rd ZP x130 LHDP ZP 30 LHDP-Rd ZP x130 Zinc-plated finish. aterial : Seamless precision tube St Stainless steel on request, 304 or 316. TFS--ZP zinc plated Averall length Extern diameter TFS ZP TFS ZP TFS ZP TFS ZP TFS ZP TFS ZP Lifting loop Cable, zinc plated, with badge - test certificate Dimensions () LLP- LLP-Rd Rd Load Kg Axial length (h) rope diam/ DIN 3060 e LLP LLP-Rd12 RD LLP LLP-Rd16 Rd LLP LLP-Rd20 Rd LLP LLP-Rd24 Rd LLP LLP-Rd30 Rd LLP LLP-Rd36 Rd LLP LLP-Rd42 Rd

16 TRANSPORT threaded LIFTING and FIXING inserts Lifting loop - GOLIATH Cable, zinc plated, with badge - test certificate. The lifting loop GOLIATH is very well suited for tilting, raising and turning of elements. Rope with 8-grouting LGH- LGH-Rd Rd Load Kg Axial Dimensions () length (L) rope diam (d) (e) LGH LGH-Rd12 Rd LGH LGH-Rd16 Rd LGH LGH-Rd20 Rd LGH LGH-Rd24 Rd LGH LGH-Rd30 Rd LGH LGH-Rd36 Rd LGH LGH-Rd42 Rd LGH LGH-Rd52 Rd Lifting eye - swivel Safety factor of 4 /1. The design is in compliance with DIN EN ISO 9 LSW-C- D x E LSW-C-Rd Rd D x E Load Kg axial 90 / radial B x G C x T A x W Nailing plate type FNP LSW-C x 18 LSW-C- Rd12 Rd 12 x / x x x 30 FNP LSW-C x 20 LSW-C- Rd16 Rd 16 x / x x x 30 FNP LSW-C x 30 LSW-C- Rd20 Rd 20 x / x x x 35 FNP LSW-C x 30 LSW-C- Rd24 Rd 24 x / x x x 40 FNP LR LSW-C x 35 LSW-C- Rd30-8 Rd 30 x / x x x 50 FNP LR 16

17 SWIVELS through 180 link max. swing 0 AXIAL Load 90 RADIAL Load ROTATES through 360 Safety factor of 4/1 Number of SWIVELS 1 a x i a l 1 radial 2 a x i a l 2 radial or 4 3 or 4 Inclination angle load 0 load 90 load 0 load LSWC- / Rd LSWC- / Rd LSWC- / Rd LSWC- / Rd LSWC- / Rd LSWC- / Rd LSWC- / Rd LSWC- / Rd In the case of an asyetrical load distribution, the lifting capacities applicable to the 2 and 3 or 4 leg slingscare the same as for 1- leg types at 0. Lifting eye swivel with cable The design is in compliance with DIN EN ISO 9 see table next page. 17

18 TRANSPORT threaded LIFTING and FIXING inserts Rd Load Kg Length B x G C x T LSW-CK- D x E D x E axial L LSW-CK-Rd 90 / radial LSW-CK x 18 LSW-CK- Rd12 Rd 12 x / x x 41 LSW-CK x 20 LSW-CK- Rd16 Rd 16 x / x x 42 LSW-CK x 30 LSW-CK- Rd20 Rd 20 x / x x 56 LSW-CK x 30 LSW-CK- Rd24 Rd 24 x / x x 65 LSW-CK x 35 LSW-CK- Rd30-8 Rd 30 x / x x 92 LSW-CK x 50 LSW-CK- Rd36 Rd 36 x / x x 89 LSW-CK x 50 LSW-CK- Rd42 Rd 42 x / x x 89 Cast - In lifting Loop For differentation of the various sizes, the CIL cast in lifting loops have tags which show the admissible load capacities in ton. The loop (cable) is galvanised with aluminium clamp (on request steel). CIL L o a d Kg c o n c r e t e > 15 N/ 2 inimum reinforcement mesh 2 /m Length L of reinforcement Height H of reinforcement cm Diameter cable Overall length h Overall width b CIL Q CIL Q CIL Q CIL Q CIL Q CIL Q CIL Q

19 CIL Q CIL Q CIL Q CIL Q CIL Q CIL Q CIL Q (*) The given wire rope diameter is only an indication and may vary depending on wire rope construction. Steel wire bended on demand. Polypropylene loop with aluminium clamp (on request steel). CIL-PP L o a d Kg c o n c r e t e > 15 N/ 2 inimum reinforcement mesh 2 /m Length L of reinforcement Height H of reinforcement cm Diameter cable Overall length CIL-PP Q CIL-PP Q CIL-PP Q CIL-PP Q CIL-PP Q Overall width b When using the CLPT Cast-in lifting loops, attention must be paid on following instructions for installation. Prior concreting of precast units, loops are installed in the mold in a way that their position is secured and measures e and f comply to according tables hereunder mentioned. In the upper end of the loop, which looks out of the hardened concrete, the diverse lifting equipment snatch in. Precast concrete units for transport must have a minimum reinforcement according to the table above. An already existing staticstructural reinforcement may be taken into account on requested minimum reinforcement according to table above. The minimum reinforcement guarantees local transmission of load through the cast-in lifting loop, but it does not replace requested reinforcement according to static calculation. Should the occasion arise to cut out single bars for installation of the lifting loops, these bars have to be replaced by stirrups of same diameter and strength with sufficiant length according to DIN

20 TRANSPORT threaded LIFTING and FIXING inserts Dependent on size of the loop, following dimensions should be observed: - minimum installation depth - minimum unit with - minimum edge distances - minimum distances of cast-in lifting loops between eachother These dimensions are different for a parallel installation than for a transversal installation. The CIL cast-in lifting loop has to be carefully fixed on the reinforcement to avoid change of their position during concreting. Care must be taken that angled pulling is only possible within certain limits (see pictures below) Parallel installation Load Kg concrete e f c1 cm a cm b cm 15N/ 2 CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL

21 Vertical installation Load Kg concrete e f c1 cm a cm b cm 15N/ 2 CIL , CIL CIL CIL , CIL CIL CIL CIL CIL CIL CIL CIL CIL CIL Cast-in bended lifting loop Cable, with badge - test certificate LBL Overall length Load Kg concrete 15N/ 3 LBL X 120 X LBL X 170 X LBL X 240 X LBL X 330 X

22 TRANSPORT threaded LIFTING and FIXING inserts Wire rope clips Conform DIN 741 aterial : Bridge, casted U-bolt, mild steel Finish : electro- galvanized CUB-ZP Diameter wire rope Length U-bolt (bow) Width inside (axis/axis) CUB-08-ZP CUB-10-ZP CUB-12-ZP Bended lifting loops system Cable, with badge - test certificate Finish : electro- galvanized LTL Transport anchor system aterial : coupler :St 52.3 yellow zinc plated 2-3 microns aterial bolt :Steel 8.8, black LTA Overall length L Overall length L x x Load Kg concrete 15N/ 3 d i a m. D LTL ,5 LTL ,5 LTL ,5 Load Kg concrete 15N/ 3 d i a m. D LTA x LTA x LTA x LTA x

23 Admissible loads for C.L.P.T. fixing inserts C.L.P.T. made over the last years extensive tests to give exact load-capacity for all the C.L.P.T. inserts. any facts such as strength and the concrete quality can influence the load-capacity of the inserts. The admissible static loads for the C.L.P.T. fixing inserts, embedded completely into the concrete, are valid for pull out or shear load and have a safety factor of 3x - 4x to the average work load. Torque () Force (F) When the C.L.P.T. insert is in 12 8 Nm ca 3,30 Kn a recessed position an Nm ca 5,30 Kn adapted filling is necessary Nm ca 8,70 Kn (picture 1) to prevent loading the concrete. We recoend the use of a torque wrench (values in table 1) to prevent overloads on the fixing inserts Nm 96 Nm ca 11,00 Kn ca 16,00 Kn Fixing Applications (edge and centre distance) The C.L.P.T. Fixing inserts are divided in 4 major groups: 1) C.L.P.T. Fixing inserts without cross-pin type : FIF (except for the stress area type FIB). 2) C.L.P.T. Fixing inserts with cross-hole type : FICB and bolt anchor with plate type : FBP 3) C.L.P.T. Fixing bolt anchors type : FBA 4) C.L.P.T. Fixing - Lifting sockets type : LWS / LWL / LHD Group 1 & 2 The admissible pull out load (Nsd) can be used with a minimum (picture 2), Edge distance of : 1,5 x total length of the anchor Centre to centre distance of : 3,0 x total length of the anchor The admisseble shear load (Vsd) can be used with a minimum (picture 2) Edge distance of : 2,5 x total length of the anchor centre to centre distance of : 5 x total length of the anchor 23

24 TRANSPORT threaded LIFTING and FIXING inserts Reduction factors for small edge distances. Edge distance Nrd Edge distance Vrd Y = 1,2 Y = 1,4 2,5 x L 100% 2,5 x L 100% 100% 100% 2,0 x L 100% 2,0 x L 85% 100% 100% 1,5 x L 100% 1,5 x L 65% 78% 91% 1,0 x L 75% 1,0 x L 40% 48% 56% 0,5 x L 50% 0,5 x L 15% 18% 21% Nrd = admissible pull out force Vrd = admissible shear force Nsd = pull out force Vsd = shear force The reduced admissible shear loads (Vrd) in the direction of the edge can be increased by using additional reinforcement. Y = 1,2x for straigth reinforcement Y = 1,4 x for hairpins (U- bended reinforcement) Extra shear reinforcement has to be used if the appeared shear load is higher than the reduced admissible force. The mentioned loads for inserts are valid for concrete quality B25, for higher quality of concrete the pull out load you can use the factor (Table : 3) Concrete quality B25 B35 B45 B55 B65 Factor 1,00 1,18 1,34 1,48 1,61 Group 3 The new international standard (CEB Bulletin 233 and the Technical Approval of etal Anchors for Use in Concrete 1997) is valid for the concrete qualities B25-B65. The C.L.P.T. Bolt anchor FBA-Z and FBA-S4 meet the requirements mentioned in the standards and can be calculated without any additional tests. Group 4 The Fixing Sockets are especial suited for use in thin prefab panels and where anchors have to take high pull out forces. The minimum edge distance is equal to the minimum required concrete covering. 24

25 Fixing insert with flat end Zinc-plated finish & cross-hole aterial : Seamless precision tube St 52 Stainless steel available on request. A rebar must be passed through the cross hole to transfer the force into the concrete. Dimensions and safe working loads at concrete strength of 25 N / 2 FIF-ZP zinc plated Permissing load (Kg) Dimensions () L x diam. D g e x f FIF ZP x 11 6,0 6 x 15 FIF ZP x 11 8,2 8 x 15 FIF ZP x 11 8,2 8 x 20 FIF ZP x 13 9,2 10 x 20 FIF ZP x 13 9,2 10 x 25 FIF ZP x 16 10,2 12 x 25 FIF ZP x 16 10,2 12 x 30 FIF ZP x 22 12,2 16 x 25 FIF ZP x 22 12,2 16 x 25 FIF ZP x 22 12,2 16 x 30 FIF ZP x 27 14,2 20 x 40 FIF ZP x 27 14,2 20 x 40 FIF ZP x 32 14,2 24 x 50 FIF ZP x 42 17,2 30 x 70 Fixing insert with nailing plate Zinc-plated finish & cross-hole aterial : Seamless precision tube St 52 Stainless steel available on request. A rebar must be passed through the cross hole to transfer the load into the concrete. Dimensions and safe working loads at concrete strength of 25 N /

26 TRANSPORT threaded LIFTING and FIXING inserts FINP-ZP zinc plated Permissing load (Kg) Dimensions () L x diam. D g e x f FINP ZP x 13 9,2 10 x 20 FINP ZP x 13 9,2 10 x 20 FINP ZP x 13 9,2 10 x 20 FINP ZP x 22 12,2 16 x 25 FINP ZP x 22 12,2 16 x 30 Fixing insert with bended end Zinc-plated finish & cross-hole aterial : Seamless precision tube St 52 Stainless steel available on request. Dimensions and safe working loads at concrete strength of 25 N / 2 FIB-ZP zinc plated Permissing (*) load (Kg) Dimensions () L x a D e x f FIB / 20-ZP x 20 8 x 16 FIB / 25-ZP x x 23 FIB / 25-ZP x x 23 FIB / 30-ZP x x 23 FIB / 30-ZP x x 28 FIB / 35-ZP x x 28 FIB / 30-ZP x x 25 FIB / 30-ZP x x 25 FIB / 35-ZP x x 25 FIB / 35-ZP x x 25 FIB / 30-ZP x x 25 26

27 Fixing bolt anchor aterial : bolt, quality 8.8, untreated. Connector ZP = Steel 52.3, zinc plated. aterial : bolt, quality 8.8, untreated. Connector SS4 = Stainless steel A4 (316 Ti), yield strength min. 640 N / 2 Dimensions and safe working loads at concrete strength of 25 N / 2 FBA-ZP connector, zp Load charget Overall length L Dimensions () D A C FBA ZP 12 0, FBA ZP 12 0, FBA ZP 16 0, FBA ZP 16 0, FBA ZP 20 1, FBA ZP 20 1, FBA ZP 20 1, FBA ZP 24 1, FBA ZP 24 2, FBA ZP 30 2, FBA ZP 30 2, FBA ZP FBA ZP FBA ZP FBA ZP FBA-SS4 connector, SS316 Ti Load charget Overall length L Dimensions () D A C FBA SS4 12 0, FBA SS4 12 0, FBA SS4 16 0, see table next page. 27

28 TRANSPORT threaded LIFTING and FIXING inserts FBA-SS4 connector, SS316 Ti Load range T Overall length L Dimensions () D A C FBA SS4 16 0, FBA SS4 20 1, FBA SS4 20 1, FBA SS4 20 1, FBA SS4 24 1, FBA SS4 24 2, FBA SS4 30 2, FBA SS4 30 2, FBA SS FBA SS FBA SS FBA SS Fixing bold plate anchor with bolt and anchor plate aterial : bolt, quality 8.8, Plate St 37, untreated Connector ZP = Steel 52.3, zinc plated, aterial : bolt, quality 8.8, Plate St 37, untreated Connector SS4 = Stainless steel A4 (316 Ti), yield strength min. 640 N/ 2 Dimensions and safe working loads at concrete strength of 25 N/ 2 FBP-ZP connector, zp Load range T Overall length L Dimensions () D A / C e / E FBP ZP 12 0, / 36 4 / 40 FBP ZP 12 0, / 36 4 / 40 FBP ZP 16 0, / 48 5 / 50 FBP ZP 16 0, / 48 5 / 50 FBP ZP 16 0, / 48 5 / 50 FBP ZP 20 1, / 60 6 / 60 FBP ZP 24 1, / 72 7 / 80 FBP ZP 30 2, / 90 8 / 95 28

29 FBP-SS4 connector, SS316 Ti Load range T Overall length L Dimensions () D A / C e / E FBP SS4 12 0, / 36 4 / 40 FBP SS4 16 1, / 48 5 / 50 FBP SS4 16 1, / 48 5 / 50 FBP SS4 20 2, / 60 6 / 60 FBP SS4 24 2, / 72 7 / 80 Fixing nailing plate 2 Nailing / Glowing / screwing material : (plastic) ABS FNP-02 plastic ABS & Rd Diam. x thickness D x 2 Colour Quatity Box FNP x 2 white 1000 FNP x 2 black 1000 FNP x 2 green 1000 FNP x 2 red 1000 FNP x 2 yellow 1000 Fixing nailing plate 10 Nailing / screwing material : (plastic) PVC Remark : inimum order quantity FNP-10 plastic PVC Diam. x thickness D x d x 10 Colour Quatity Box FNP LR / 50 x 10 red 1000 FNP / 30 x 10 orange 1000 FNP LR / 50 x 10 green 1000 see table next page. 29

30 TRANSPORT threaded LIFTING and FIXING inserts FNP-10 plastic PVC Diam. x thickness D x d x 10 Colour Quatity Box FNP / 30 x 10 red 1000 FNP LR / 50 x 10 blue 500 FNP / 45 x 10 light-green 1000 FNP LR / 70 x 10 blue 500 FNP / 45 x 10 black 1000 FNP LR / 70 x 10 black 250 FNP / 60 x 10 green 1000 FNP LR / 100 x 10 blue 250 FNP / 60 x 12 blue 250 FNP LR / 100 x 10 green 250 FNP LR / 100 x 10 whith 250 Universal key FNK Special made for demount the nailing plate FNP material : steel, zinc plated Breakable fixing pin material : Plastic nylon, polyamide 6.6 BFP plastic nylon Hole diam. D Colour Quatity Box BFP green 1000 BFP blue 1000 BFP yellow 1000 BFP red 1000 BFP black 1000 BFP whit 1000 BFP blue

31 Working method: 1* Put the fixing Pin TBP into the formwork 2* Screw the anchor / socket into the pin. 3* Remove the formwork, the pin will brake in the formwork. 4* Use the pin into the thread as a protecting plug. Double metric mounting plug material : steel zinc plated No bigger holes in the formwork than strictly necessary! DP zinc plated (A) (B) Thickness (H) Quatity Box DP DP DP DP DP DP DP agnet basis - steel The magnet to fix threaded Sockets and Inserts aterial : Steel, zinc plated RS Adhesion Kg Dimensions () Tread Diam. (D) Diam. (d) (h) height RS RS RS RS RS

32 PRODUCT RANGE 1 D - Transport threaded lifting and fixing inserts 02 2 D - Transport and lifting Strip anchors D - Transport and lifting Spherical head anchors D - Cast - in Anchor channels and accessories. 05 echanical rebar connection and accessories 06 Sandwich Anchor Systems. 07 Universal magnets and accessories 08 Jda- punching shear reinforcements. 09 Precast specialities All specifications can be changed without prior notice. C.L.P.T. bvba Antwerpsesteenweg 124 / Aartselaar Belgium tel ( 0 ) fax ( 0 ) info@clpt.be