Power Tools, Fasteners and Softwares for construction - Hilti New Zealand - Hilti New Zealand
Instruction Manual for HILTI models including: HUS3 6 Concrete Screw Anchor, HUS3, 6 Concrete Screw Anchor, Concrete Screw Anchor, Screw Anchor
il y a 2 jours — All data in Table 1 applies to: − Correct installation. See anchor box or Hilti.co.nz for details including hole cleaning and installation torque.
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DocumentDocumentHILTI COMPOSITE METAL DECK FLOOR SEISMIC FIXING SOLUTION Hilti HUS3, HUS4 and HST3 ultimate performance mechanical anchor system Pg. 1/5 Updated: Feb-24 HUS4 Screw Anchor Hilti New Zealand Ltd Level 1, Building B, 600 Great South Rd P.O. Box 112-030 | Ellerslie, Auckland 1051 P 0800 444 584 | E ServiceNZ@hilti.com Ultimate-performance screw anchor for seismic actions into ComFlor® 60, 80 and SR Setting Information Nominal bit diameter Effective min. embedment Nominal embedment Min. hole depth Setting tool[1] Sym. Units Nominal anchor diameter (mm) 8 10 do mm 8 10 hef mm hnom mm ho mm - - 46.4 60 70 54.9 58.6 70 75 80 85 Hilti SIW T-A 67.1 85 95 Loads according to Figure 1 and 2 Minimum concrete thickness over upper flute hmin,deck mm 70 Minimum distance to edge of lower flute cmin,deck mm 45 45 47 47 Characteristic pullout resistance in noncracked concrete NRk,p,deck,uncr kN 15.9 17.5 19.2 19.9 Characteristic pullout resistance in cracked concrete NRk,p,deck,cr kN 11.1 12.3 13.5 14.0 Characteristic pullout resistance, seismic C1 NRk,p,deck,C1 kN 11.1 12.3 13.5 14.0 Partial safety factor for pullout resistance gc - 1.5 Robustness factor for pullout resistance ginst - 1.00 Characteristic steel resistance for shear VRk,s,deck kN 17.3 17.3 20.6 20.6 Characteristic steel resistance for shear, seismic C1 VRk,s,deck,C1 kN 14.7 14.7 17.2 17.2 Partial safety factor for steel resistance for shear gMs,V - 1.5 [1] Installation with other impact screw driver of equivalent power is possible. See ETA-20/0987 for full setting details. Table 1 - Hilti HUS4-H, -HF, -C, -A, -AF anchors tension and shear design data for installation in the soffit of f'c = 30 MPa, normal weight concrete-filled profile deck assemblies for hammer drilled installations All data in Table 1 applies to: - Correct installation. See anchor box or Hilti.co.nz for details including hole cleaning and installation torque - No edge distance and spacing influence. Only one anchor can be used in the lower flute at a time with the min. spacing between anchors along the length of the flute to be at least 3 x hef. This datasheet does not give information for the design of fasteners in a group. - f'c = 30 MPa concrete. For higher compressive strengths, the tension loads may be increased by (f'c /30)0.5 - gap = 1.0 (no hole clearance between anchor and fixture) was used to in the formula VRd,s,deck,C1 = gap x eq x VRk,s,deck,C1 / gMs,V In case of connections with hole clearance according to EN 1992-4 Table 6.1, gap = 0.5 should be used. - Testing in accordance with ACI 355.2 and AC 193. Evaluated in accordance with AC 193 and EAD 330232 and EOTA TR 049 For anchoring into the upper flute, either use Table 1 data below conservatively or refer to ETA-20/0867. Additionally, C2 seismic performance category is not included in ACI 355.2 and AC 193. C2 seismic performance category may be designed in the upper flute using all guidelines and parameters provided in ETA-20/0867. ComFlor® is a registered trademark used in Australia and New Zealand under licence from Tata Steel UK Limited. © Copyright 2017 ComFlor® New Zealand. S&T Stainless Ltd. Pg. 2/5 Updated: Feb-24 HUS3 Screw Anchor Hilti New Zealand Ltd Level 1, Building B, 600 Great South Rd P.O. Box 112-030 | Ellerslie, Auckland 1051 P 0800 444 584 | E ServiceNZ@hilti.com Ultimate-performance screw anchor for seismic actions into ComFlor® 60 and 80 Setting Information Nominal bit diameter Effective min. embedment Nominal embedment Min. hole depth Setting tool[1] Loads according to Figure 1 Minimum concrete thickness over upper flute Minimum distance to edge of lower flute Characteristic pullout resistance in non-cracked concrete Sym. do hef hnom ho - Nominal anchor Units diameter (mm) 6 mm 6 mm 30 mm 40 mm 43 - SIW 22A hmin,deck mm 70 cmin,deck mm 45 NRk,p,deck,uncr kN 7.1 Characteristic pullout resistance in cracked concrete NRk,p,deck,cr kN 2.5 Characteristic pullout resistance, seismic C1 Design pullout resistance, seismic C1 Partial safety factor for pullout resistance Robustness factor for pullout resistance Characteristic steel resistance for shear HUS3-H, -P, -PS, -C NRk,p,deck,C1 kN NRd,p,deck,C1 kN gc - ginst - VRk,s,deck kN 2.5 1.4 1.5 1.2 10.8 Characteristic steel resistance for shear, seismic C1, HUS3-H, -P, -PS, -C VRk,s,deck,C1 kN 4.3 Design steel resistance for shear, seismic C1, HUS3-H, -P, -PS, -C VRd,s,deck,C1 kN 2.9 Partial safety factor for steel resistance for shear gMs,V - 1.5 [1] Installation with other impact screw driver of equivalent power is possible. See ETA-13/1038 for full setting details. Table 2 - Hilti HUS3 anchors tension and shear design data for installation in the soffit of f'c = 30 MPa, normal weight concrete-filled profile deck assemblies for hammer drilled installations All data in Table 2 applies to: - Correct installation. See anchor box or Hilti.co.nz for details including hole cleaning and installation torque - No edge distance and spacing influence. Only one anchor can be used in the lower flute at a time with the min. spacing between anchors along the length of the flute to be at least 3 x hef. This datasheet does not give information for the design of fasteners in a group. - f'c = 30 MPa concrete. For higher compressive strengths, the tension loads may be increased by (f'c /30)0.5 - gap = 1.0 (no hole clearance between anchor and fixture) was used to in the formula VRd,s,deck,C1 = gap x eq x VRk,s,deck,C1 / gMs,V In case of connections with hole clearance according to EN 1992-4 Table 6.1, gap = 0.5 should be used. - Testing in accordance with ACI 355.2 and AC 193. Evaluated in accordance with AC 193 and EAD 330232 and EOTA TR 049 For anchoring into the upper flute, either use Table 1 data below conservatively or refer to ETA-13/1038. Additionally, C2 seismic performance category is not included in ACI 355.2 and AC 193. C2 seismic performance category may be designed in the upper flute using all guidelines and parameters provided in ETA-13/1038. ComFlor® is a registered trademark used in Australia and New Zealand under licence from Tata Steel UK Limited. © Copyright 2017 ComFlor® New Zealand. S&T Stainless Ltd. Pg. 3/5 Updated: Jan-24 HST3 Expansion Anchor Hilti New Zealand Ltd Level 1, Building B, 600 Great South Rd P.O. Box 112-030 | Ellerslie, Auckland 1051 P 0800 444 584 | E ServiceNZ@hilti.com Ultimate-performance expansion anchor for seismic actions into ComFlor® 60 and 80 Setting Information Sym. Units Nominal anchor diameter (mm) 8 10 12 16 Nominal bit diameter do mm 8 10 12 16 Effective min. embedment hef mm 47 60 70 85 Nominal embedment hnom mm 54 68 80 98 Min. hole depth ho mm 59 73 88 106 Installation torque Methods for application of torque moment Tinst - Nm 20 45 60 110 - Machine torquing using a Hilti SIW 6AT-A22 impact wrench with SI-ATA22 adaptive torque module or manual torquing using a torque wrench Loads according to Figure 3 Minimum concrete thickness over upper flute hmin,deck mm 70 Minimum distance to edge of lower flute cmin,deck mm Characteristic pullout resistance in non-cracked concrete NRk,p,deck,uncr kN Characteristic pullout resistance in cracked concrete NRk,p,deck,cr kN 43 11.9 8.0 45 18.6 12.7 47 20.6 16.5 50 29.2 20.4 Chacteristic pullout resistance, seismic C1 NRk,p,deck,C1 kN 8.0 12.7 16.5 20.4 Partial safety factor for pullout resistance gc - 1.5 Robustness factor for pullout resistance ginst - 1.0 Characteristic steel resistance for shear VRk,s,deck kN Characteristic steel resistance for shear, seismic C1 VRk,s,deck,C1 kN 15.0 13.6 24.2 21.9 21.4 19.4 26.0 22.9 Design steel resistance for shear, seismic C1 VRd,s,deck,C1 kN 9.0 14.6 13.0 15.3 Partial safety factor for steel resistance for shear gMs,V - 1.25 Table 3 - Hilti HST3 anchors tension and shear design data for installation in the soffit of f'c = 30 MPa, normal weight concrete-filled profile deck assemblies for hammer drilled installations All data in Table 3 applies to: - Correct installation. See anchor box or Hilti.co.nz for details including hole cleaning and installation torque - No edge distance and spacing influence. Only one anchor can be used in the lower flute at a time with the min. spacing between anchors along the length of the flute to be at least 3 x hef. This datasheet does not give information for the design of fasteners in a group. - f'c = 30 MPa concrete. For higher compressive strengths, the tension loads may be increased by (f'c /30)0.5 - gap = 1.0 (no hole clearance between anchor and fixture) was used to in the formula VRd,s,deck,C1 = gap x eq x VRk,s,deck,C1 / gMs,V In case of connections with hole clearance according to EN 1992-4 Table 6.1, gap = 0.5 should be used - Testing in accordance with ACI 355.2 and AC 193. Evaluated in accordance with AC 193 and EAD 330232 and EOTA TR 049 For anchoring into the upper flute, either use Table 2 data below conservatively or refer to ETA-98/0001. Additionally, C2 seismic performance category is not included in ACI 355.2 and AC 193. C2 seismic performance category may be designed in the upper flute using all guidelines and parameters provided in ETA-98/0001. ComFlor® is a registered trademark used in Australia and New Zealand under licence from Tata Steel UK Limited. © Copyright 2017 ComFlor® New Zealand. S&T Stainless Ltd. Pg. 4/5 Updated: Jan-24 Figures for performance data Hilti New Zealand Ltd Level 1, Building B, 600 Great South Rd P.O. Box 112-030 | Ellerslie, Auckland 1051 P 0800 444 584 | E ServiceNZ@hilti.com HUS3 and HUS4 Ultimate screw anchors Upper flute installation Min. 300mm Upper flute installation Min. 30mm hmin,deck Max 80mm Min. 180mm cmin,deck Min. 120mm AS 1397 - G500, min 0.75 mm thick ComFlor® 60 or ComFlor® 80 metal deck or similar profile with conforming geometry Figure 1 - Hilti HUS4/HUS3 in the soffit of concrete filled open trough profile steel deck assemblies HUS4 Ultimate screw anchor Min. 200mm hmin,deck Max 55mm cmin,deck Max 18mm Max 40mm AS 1397 - G500, min 0.75 mm thick ComFlor® SR metal deck or similar profile with conforming geometry Figure 2 - Hilti HUS4 in the soffit of concrete filled re-entrant profile steel deck assemblies HST3 Ultimate expansion anchor Upper flute installation hmin,deck Max 80mm Min. 180mm cmin,deck Min. 300mm Min. 120mm Figure 3 - Hilti HST3 in the soffit of concrete filled open trough profile steel deck assemblies Upper flute installation Min. 30mm AS 1397 - G500, min 0.75 mm thick ComFlor® 60 or ComFlor® 80 metal deck or similar profile with conforming geometry Pg. 5/5 Updated: Jan-24