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HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70HD&HDB5O/100年HBA-T resistance(Static /Quasi-static) A2/A4/HCR-7O HD&HDB 5O /10O years
表42承载力许用（建议）值Table 42Permissible(recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 24℃/40℃明水钻孔floodedhole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,uc,.max [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VRd,ur,.max[kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 开裂混凝土 Crackedconcrete | NRd,cr.max [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VRd,cr.max[kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 43℃/55°℃ | 明水钻孔 flooded hole | |||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VRd,ucrmax[k] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 开裂混凝土 Crackedconcrete | NRd,cr,max [k] | 9.6 | 15.0 (13.7) | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 145.9 (134.6) |
| VRd,cr.max [kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissibleresistance | 50℃/80°℃ 明水钻孔 flooded hole | ||||||||
| 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| NRd,ucr.maX [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 64.8 | 93.4 | 118.1 | 134.6 | |
| Uncrackedconcrete 开裂混凝土 | VRd.ucr.max[kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 |
| NRd.cr.max [kN] | 5.6 (4.8) | 7.5 | 12.6 | 22.3 | 34.9 | 50.3 | 63.6 | 67.3 | |
| Crackedconcrete | VRd.rmaX [KN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 |
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）5.8级DD50/100年HBA-T resistance (Static/Quasi-static) 5.8 property class DD 5O /100 years
表43承载力设计值Table 43 Design resistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesignresistance | 24°℃/40C干燥或潮湿钻孔dryorwethole | |||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr,max [k] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 186.7 |
| VRd,ucr.max[kN] | 5.6 | 8.8 | 12.0 | 22.4 | 34.4 | 49.6 64.0 | 79.2 | |
| 开裂混凝土 | NRd,cr,max [kN] | - | - - | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 |
| Crackedconcrete 哈芬化学锚栓设计承载力 | VRd.cr.max [kN] | 22.4 34.4 | 49.6 | 64.0 | 79.2 | |||
| 43℃/55C干燥或潮湿钻孔dryorwethole | ||||||||
| HALFEN HBA-Tdesignresistance 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |
| NRd,ucr.max [kN] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 186.7 | |
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | VRd,or,max[kN] | 5.6 | 8.8 | 12.0 | 22.4 | 34.4 | 49.6 64.0 117.3 140.0 | 79.2 186.7 |
| NRd,cr,max[kN] VRd,cr.max [kN] | 52.0 | 81.3 (110.6) | (127.2) | (172.8) | ||||
| 哈芬化学锚栓设计承载力 | 22.4 | 34.4 49.6 dryor wet hole | 64.0 | 79.2 | ||||
| 50℃/80°℃干燥或潮湿钻孔 | ||||||||
| HALFENHBA-Tdesignresistance 非开裂混凝土 Uncrackedconcrete | M8 | M10 | M12 | M16 | M20 M24 | M27 | M30 | |
| NRd,ucr,max [kN] VRd.cr.max[kN] | 12.0 | 19.3 | 27.6 | 44.7 | 69.8 | 100.5 114.5 | 125.7 | |
| 开裂混凝土 Crackedconcrete | NRd.cr,max [kN] | 5.6 | 8.8 | 12.0 | 22.4 31.3 | 34.4 48.9 | 49.6 60.3 | 64.0 79.2 |
| VRd.ormax[kN] | (26.8) 22.4 | (41.9) 34.4 49.6 | 76.3 64.0 | 94.2 79.2 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）5.8级DD50/100年HBA-T resistance (Static /Quasi-static) 5.8 property class DD 5O /100 years
表44承载力许用（建议）值Table44Permissible(recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-Tpermissibleresistance | 24℃/40°℃干燥或潮湿钻孔dryorwethole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NPerm,ucr.max [kN] | 8.6 | 13.8 | 20.0 | 37.1 | 58.1 | 83.8 | 108.6 | 133.3 |
| VPerm,ucr.max [KN] | 4.0 | 6.3 | 8.6 | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 | |
| 开裂混凝土 Crackedconcrete | NPerm,cr.max [kN] | 1 | - | - | 37.1 | 58.1 | 83.8 | 108.6 | 133.3 |
| VPerm.,r.max [kN] | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 | ||||
| 哈芬化学锚栓许用承载力 | 43℃/55C干燥或潮湿钻孔dryorwethole | ||||||||
| HALFEN HBA-T permissible resistance 非开裂混凝土 Nperm,ucr.max [KN] | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 8.6 | 13.8 | 20.0 | 37.1 | 58.1 | 83.8 | 108.6 | 133.3 | ||
| Uncrackedconcrete 开裂混凝土 | VPerm,ucr,max [kN] | 4.0 | 6.3 | 8.6 | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 |
| NPerm,cr.max[kN] | 37.1 | 58.1 | (83.8) | 100.0) | (133.3) | ||||
| Crackedconcrete 哈芬化学锚栓许用承载力 | VPerm.,r.max [kN] | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 | |||
| 50℃/80°℃干燥或潮湿钻孔 | |||||||||
| HALFENHBA-Tpermissibleresistance 非开裂混凝土 Uncrackedconcrete | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| NPerm,ucr.max [kN] | 8.6 | 13.8 | 19.7 | 31.9 | 49.9 | 71.8 | 81.8 | 89.8 | |
| 开裂混凝土 Crackedconcrete | VPerm.ucr.max [kN] | 4.0 | 6.3 | 8.6 | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 |
| Nperm,cr.max [kN] VPerm,cr.max [kN] | 22.3) 16.0 | 349 24.6 | 43.1 35.4 | 54.5 45.7 | 67.3 56.6 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）5.8级DD50/100年HBA-T resistance (Static/Quasi-static) 5.8 property class DD 5O /100 years
表45承载力设计值Table 45Designresistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesign resistance | 24℃/40℃ 明水钻孔floodedhole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max[kN] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 |
| VRd,ucr,max [k] | 5.6 | 8.8 | 12.0 | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 | |
| 开裂混凝土 Crackedconcrete | NRd,cr,max [kN] | - | - | - | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 |
| VRd.cr.max [kN] | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 | ||||
| 哈芬化学锚栓设计承载力 HALFEN HBA-T design resistance | 43℃/55C 明水钻孔 flooded hole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 |
| VRd,ucr,max[] | 5.6 | 8.8 | 12.0 | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 | |
| 开裂混凝土 Crackedconcrete | NRd,cr,max [kN] | 49.8 (46.0) | 77.8 (71.8) | 103.4 (94.8) | 120.0 (109.1) | 161.6 (148.1) | |||
| VRd,cr.max[kN] | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 | ||||
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesignresistance | 50℃/80°℃ 明水钻孔 flooded hole | ||||||||
| 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| NRd,ucr,max[] | 11.5 | 18.0 | 23.7 | 38.3 | 59.8 | 86.2 | 98.2 | 107.7 | |
| Uncrackedconcrete 开裂混凝土 | VRd,ucr.max [k] | 5.6 | 8.8 | 12.0 | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 |
| NRd.cr.maX [kN] | 26.8 (23.0) | 41.9 (35.9) | 51.7 | 65.4 | 80.8 | ||||
| Crackedconcrete | VRd,r.max [kN] | 22.4 | 34.4 | 49.6 | 64.0 | 79.2 | |||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）5.8级DD50/100年HBA-T resistance (Static /Quasi-static) 5.8 property class DD 5O /100 years
表46承载力许用（建议）值Table46Permissible(recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 24℃/40°C 明水钻孔flooded hole | |||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | ||
| 非开裂混凝土 Uncrackedconcrete | Nperm,ucr,max[kN] | 8.6 | 13.8 | 20.0 | 37.1 | 58.1 | 83.8 108.6 | 133.3 |
| VPerm,ucr,max [kN] | 4.0 | 6.3 | 8.6 | 16.0 | 24.6 | 35.4 45.7 | 56.6 | |
| 开裂混凝土 Crackedconcrete | NPerm,cr.max [kN] | - | - | - | 37.1 | 58.1 83.8 | 108.6 | 133.3 |
| VPerm,cr.max [KN] | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 | |||
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 43℃/55C 明水钻孔 flooded hole | |||||||
| 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 M27 | M30 | |
| Nperm,ucr.max [KN] | 8.6 | 13.8 | 20.0 | 37.1 | 58.1 | 83.8 | 108.6 133.3 | |
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | VPerm,ucr,max [kN] | 4.0 | 6.3 | 8.6 | 16.0 35.6 | 24.6 55.6 | 35.4 73.9 | 45.7 56.6 |
| Nperm,cr,max [kN] | (32.8) (51.3) | (67.7) | 85.7 (77.9) | 115.4 (105.8) | ||||
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissibleresistance | VPerm,cr.max [kKN] | 16.0 | 24.6 | 35.4 | 45.7 | 56.6 | ||
| 50℃/80°℃ 明水钻孔 flooded hole | ||||||||
| 非开裂混凝土 Uncrackedconcrete | M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |
| NPerm,ucr,max [kN] VPerm,ucr.max [kN] | 8.2 | 12.8 | 16.9 | 27.4 42.7 | 61.5 | 70.1 | 76.9 | |
| 开裂混凝土 Crackedconcrete | NPerm,.r,max [kN] | 4.0 | 6.3 | 8.6 | 16.0 19.1 | 24.6 29.9 | 35.4 | 45.7 56.6 |
| VPerm,er.max [kN] | (16.4) (25.6) 16.0 24.6 | 36.9 35.4 | 46.7 45.7 | 57.7 56.6 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）8.8级DD50/100年HBA-T resistance (Static/Quasi-static) 8.8 property class DD 5O /100 years
表47承载力设计值Table 47 Design resistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-T design resistance | 24℃/40℃ 干燥或潮湿钻孔 dryorwet hole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 19.3 | 30.7 | 44.7 | 84.0 | 130.7 | 188.0 | 244.7 | 299.3 |
| VRd,ucr,max[kN] | 8.0 | 12.8 | 19.2 | 35.2 | 55.2 | 79.2 | 103.2 | 125.6 | |
| 开裂混凝土 Crackedconcrete | NRd,cr.max[kN] | 76.0 (71.5) | 111.7 | 160.8 (150.8) | 190.9 (178.1) | 235.6 | |||
| VRd,crmax [k] | 35.2 | 55.2 | 79.2 | 103.2 | 125.6 | ||||
| 哈芬化学锚栓设计承载力 | 43℃/55℃ 干燥或潮湿钻孔 dryorwet hole | ||||||||
| HALFEN HBA-Tdesign resistance 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| NRd,ucr.max [k] VRd,ucr.max [kN] | 19.3 | 30.7 | 44.7 | 84.0 | 125.7 | 181.0 | 203.6 | 251.3 | |
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | NRd,r,max [kN] | 8.0 | 12.8 | 19.2 | 35.2 58.1 | 55.2 90.8 | 79.2 120.6 | 103.2 140.0 | 125.6 188.5 |
| VRd.cr.max[kN] | (53.6) 35.2 | (83.8) 55.2 | (110.6) 79.2 | (127.2) 103.2 | (172.8) 125.6 | ||||
| 哈芬化学锚栓设计承载力 | 50°℃/80°C 干燥或潮湿钻孔 dryorwet hole | ||||||||
| HALFEN HBA-T design resistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂混凝土 Uncracked concrete | NRd,ucr.max[kN] | 13.4 | 20.9 | 27.6 | 44.7 | 69.8 | 100.5 | 114.5 | 125.7 |
| 开裂混凝土 | VRd,ucr.max [kN] | 8.0 | 12.8 | 19.2 | 35.2 | 55.2 | 79.2 | 103.2 | 125.6 |
| NRd,cr,max[kN] VRd.cr,max[kN] | 31.3 (26.8) 35.2 | 48.9 (41.9) | 60.3 | 76.3 | 94.2 125.6 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）8.8级DD50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class DD 5O /100 years
表48承载力许用（建议）值Table48Permissible(recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 24℃/40°℃干燥或潮湿钻孔 dryorwethole | |||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 非开裂混凝土 Uncrackedconcrete | Nperm,ucr.max [KN] | 13.8 | 21.9 | 31.9 | 60.0 | 93.3 | 134.3 | 174.8 | 213.8 | |
| VPerm,ucr,max [kN] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||
| 开裂混凝土 Crackedconcrete | NPperm,r.max[kN] | 1 | 54.3 (51.1) | 79.8 | 114.9 (107.7) | 136.3 (127.2) | 168.3 | |||
| VPerm,cr.max [kN] | = | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||||
50℃/80℃干燥或潮湿钻孔dryorwethole
| HALFENHBA-Tpermissibleresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂混凝土 Uncrackedconcrete | NPerm,ucr.max [kN] | 13.8 | 21.9 | 31.9 | 60.0 | 89.8 | 129.3 | 145.4 | 179.5 |
| VPerm.ucr.max[KkN] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |
| 开裂混凝土 Crackedconcrete | NPerm,cr,max[kN] | 41.5 (38.3) | 64.8 (59.8) | 86.2 (79.0) | 100.0 (90.9) | 134.6 (123.4) | |||
| VPerm,cr.max[kN] | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||||
| HALFEN HBA-T permissible resistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂混凝土 Uncrackedconcrete | NPerm,ucr.max [KN] | 9.6 | 15.0 | 19.7 | 31.9 | 49.9 | 71.8 | 81.8 | 89.8 |
| VPerm,ucr.max[kN] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |
| 开裂混凝土 Crackedconcrete | Nperm.cr.max[kN] | = | 22.3 (19.1) | 34.9 (29.9) | 43.1 | 54.5 | 67.3 | ||
| VPerm,r.max [kN] | - | - | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）8.8级DD50/100年HBA-T resistance (Static/Quasi-static) 8.8 property class DD 5O /100 years
表49承载力设计值Table 49 Design resistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesign resistance | 24℃/40°℃ 明水钻孔flooded hole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr,max [k] | 19.3 | 30.7 | 44.7 | 84.0 | 130.7 | 188.0 239.9 | 296.2 | |
| VRd,ucr.max[k] | 8.0 | 12.8 | 19.2 | 35.2 | 55.2 | 79.2 103.2 | 125.6 | ||
| 开裂混凝土 Crackedconcrete | NRd,cr,max [kN] | 65.1 (61.3) | 95.7 | 137.9 (129.3) (152.7) | 163.6 202.0 | ||||
| VRd.cr,max [kN] | 35.2 55.2 | 79.2 | 103.2 | 125.6 | |||||
| 哈芬化学锚栓设计承载力 | 43℃/55°℃ 明水钻孔 flooded hole | ||||||||
| HALFEN HBA-T design resistance 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 M27 | M30 | ||
| NRd,ucrmax[k] | 19.3 | 30.7 44.7 | 76.6 | 107.7 | 155.1 | 174.5 | 215.4 | ||
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | VRd,ucr.max [kN] | 8.0 | 12.8 | 19.2 | 35.2 | 55.2 | 79.2 | 103.2 125.6 | |
| NRd,cr,max [kN] | 49.8 (46.0) | 77.8 (71.8) | 103.4 (94.8) (109.1) | 120.0 161.6 (148.1) | |||||
| 哈芬化学锚栓设计承载力 | VRd,cr.max[kN] | 35.2 明水钻孔 flooded hole | 55.2 | 79.2 | 103.2 | 125.6 | |||
| 50℃/80℃ | |||||||||
| 非开裂混凝土 Uncrackedconcrete | HALFEN HBA-T design resistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 |
| NRd,or.max[kN] VRd,ur.max[k] | 11.5 | 18.0 | 23.7 19.2 | 38.3 35.2 | 59.8 55.2 | 86.2 | 98.2 | 107.7 | |
| 开裂混凝土 Crackedconcrete | NRd,cr,max [kN] | 8.0 | 12.8 | 26.8 | 41.9 | 79.2 51.7 | 103.2 | 125.6 | |
| VRd,cr,max [kN] | (23.0) 35.2 | (35.9) 55.2 | 79.2 | 65.4 103.2 | 80.8 125.6 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载／准静荷载）8.8级DD50/100年HBA-T resistance (Static / Quasi-static) 8.8 property class DD 5O /100 years
表50承载力许用（建议）值 Table5O Permissible (recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 24℃/40°C 明水钻孔floodedhole | |||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 非开裂混凝土 Uncrackedconcrete | NRd,uc.max[kN] | 13.8 | 21.9 | 31.9 | 60.0 | 93.3 | 134.3 | 171.4 | 211.6 | |
| VRd,ucr,max [k] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||
| 开裂混凝土 Crackedconcrete | NRd,cr,max [k] | 46.5 (43.8) | 68.4 | 98.5 (92.3) | 116.8 (109.1) | 144.3 | ||||
| VRd.cr.max [kN] | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |||||
50℃/80℃C 明水钻孔flooded hole
| HALFEN HBA-T permissible resistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 13.8 | 21.9 | 31.9 | 54.7 | 76.9 | 110.8 | 124.6 | 153.9 |
| VRd,ucr.max [k] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |
| 开裂混凝土 Crackedconcrete | NRd.cr.max [kN] | 1 | 35.6 (32.8) | 55.6 (51.3) | 73.9 (67.7) | 85.7 (77.9) | 115.4 (105.8) | ||
| VRd,cr.max [kN] | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | ||||
| HALFEN HBA-T permissibleresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂混凝土 Uncrackedconcrete | NRd,ur,.max [kN] | 8.2 | 12.8 | 16.9 | 27.4 | 42.7 | 61.5 | 70.1 | 76.9 |
| VRd,ucr,max [kN] | 5.7 | 9.1 | 13.7 | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |
| 开裂混凝土 Crackedconcrete | NRd,cr.max [kN] | 19.1 (16.4) | 29.9 (25.6) | 36.9 | 46.7 | 57.7 | |||
| VRd.cr.max [kN] | - | 25.1 | 39.4 | 56.6 | 73.7 | 89.7 | |||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70DD50/100年HBA-T resistance(Static/Quasi-static) A2/A4/HCR-70 DD 5O /100 years
表51承载力设计值Table 51 Design resistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesign resistance | 24C/40°C 干燥或潮湿钻孔 dryorwethole | |||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | ||||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr,max [kN] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 | 171.7 210.2 | ||
| VRd,ucr,max [k] | 5.8 | 9.0 | 13.5 | 25.0 | 38.5 | 55.8 72.4 | 87.8 | |||
| 开裂混凝土 Crackedconcrete | NRd,cr,max [kN] | 1 | - | - | 58.8 | 92.0 132.1 | 171.7 | 210.2 | ||
| VRd,cr.max [KkN] | 25.0 | 38.5 | 55.8 | 72.4 | 87.8 | |||||
| 哈芬化学锚栓设计承载力 | 43℃/55C干燥或潮湿钻孔dryorwethole | |||||||||
| HALFEN HBA-Tdesignresistance 非开裂混凝土 | M8 | M10 | M12 | M16 | M20 | M24 M27 | M30 | |||
| NRd,ucr.max [kN] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 132.1 | 171.7 | 210.2 | |||
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | VRd,ucr.max [k] | 5.8 | 9.0 | 13.5 | 25.0 | 38.5 | 55.8 | 72.4 87.8 | ||
| NRd,cr,max[kN] | 58.1 (53.6) | 90.8 (83.8) (110.6) | 120.6 140.0 (127.2) | 188.5 (172.8) | ||||||
| VRd,cr.max [kN] 哈芬化学锚栓设计承载力 | 25.0 | 38.5 55.8 | 72.4 | 87.8 | ||||||
| 50℃/80°℃干燥或潮湿钻孔 dryorwet hole | ||||||||||
| HALFEN HBA-Tdesignresistance 非开裂混凝土 Uncrackedconcrete | NRd,uc,.max [kN] | M8 | M10 | M12 | M16 M20 | M24 | M27 | M30 | ||
| VRd.uor.max [kN] | 13.4 5.8 | 20.9 9.0 | 27.6 | 44.7 | 69.8 | 100.5 114.5 | 125.7 | |||
| 开裂混凝土 Crackedconcrete | NRd,cr,max[k] | 一 | 13.5 | 25.0 31.3 | 38.5 48.9 | 55.8 60.3 | 72.4 | 87.8 | ||
| VRd.cr.max [k] | (26.8) 25.0 | (41.9) 38.5 | 55.8 | 76.3 72.4 | 94.2 87.8 | |||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70DD50/100年HBA-T resistance(Static/Quasi-static) A2/A4/HCR-70 DD 5O /100 years
表52承载力许用（建议）值 Table 52Permissible (recommended) resistance
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 24℃/40℃干燥或潮湿钻孔dryorwethole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NPerm,ucr.max [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VPerm,uor,max [kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 开裂混凝土 Crackedconcrete | Nperm.r.max [kN] | - | - | - | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VPem,cr.max [KN] | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | ||||
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 43C/55C干燥或潮湿钻孔dryorwethole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | Nperm.ucr.max[KN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 | 122.6 | 150.1 |
| VPerm,ucr.max[kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 开裂混凝土 Crackedconcrete | Nperm,ormax [kN] | 41.5 | 648 | (86.2) | 100.0) | (134.6) | |||
| VPerm.,r.max [kN] | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | ||||
| 哈芬化学锚栓许用承载力 HALFENHBA-T permissibleresistance | 50℃/80°℃干燥或潮湿钻孔 dryorwet hole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 非开裂混凝土 Uncrackedconcrete | Nperm.ucr.max [kN] | 9.6 | 15.0 | 19.7 | 31.9 | 49.9 | 71.8 | 81.8 | 89.8 |
| VPerm.ucr.max [kN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | |
| 开裂混凝土 Crackedconcrete | Nperm,cr.max [kN] | 22.3 (19.1) | 34.9 (29.9) | 43.1 | 54.5 | 67.3 | |||
| VPerm,cr.max [kN] | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | ||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70DD50/100年HBA-T resistance(Static/Quasi-static) A2/A4/HCR-70 DD 5O /100 years
表53承载力设计值Table 53 Design resistance
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesignresistance | 24°℃/40°℃ 明水钻孔floodedhole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 171.7 | 210.2 | |
| VRd,ucr.max [k] | 5.8 | 9.0 | 13.5 | 25.0 | 38.5 | 55.8 72.4 | 87.8 | ||
| 开裂混凝土 Cracked concrete | NRd,cr,max [kN] | 58.8 | 92.0 | 132.1 163.6 (129.3) (152.7) | 202.0 | ||||
| VRd,cr.max [kN] | 25.0 38.5 | 55.8 | 72.4 | 87.8 | |||||
| 哈芬化学锚栓设计承载力 HALFEN HBA-T design resistance | 43℃/55℃ 明水钻孔 flooded hole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr,max[k] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 171.7 | 210.2 | |
| VRd,ucr.maX [kN] | 5.8 | 9.0 | 13.5 | 25.0 | 38.5 | 55.8 | 72.4 87.8 | ||
| 开裂混凝土 Crackedconcrete | NRd.cr.max [kN] | 49.8 (46.0) | 77.8 (71.8) | 103.4 (94.8) | 120.0 161.6 (148.1) | ||||
| VRd,cr.max [KkN] | 25.0 | 38.5 55.8 | (109.1) 72.4 | 87.8 | |||||
| 哈芬化学锚栓设计承载力 HALFEN HBA-Tdesignresistance | 50℃/80°℃ 明水钻孔flooded hole | ||||||||
| 非开裂混凝土 Uncrackedconcrete | M8 | M10 | M12 | M16 | M20 M24 | M27 | M30 | ||
| NRd,ucr,max[k] | 11.5 | 18.0 | 23.7 | 38.3 59.8 | 86.2 | 98.2 | 107.7 | ||
| 开裂混凝土 Crackedconcrete | VRd,uor.max[k] | 5.8 | 9.0 | 13.5 | 25.0 26.8 | 38.5 41.9 | 55.8 | 72.4 87.8 | |
| NRd,cr.max [kN] VRd,r.max[k] | (23.0) 25.0 | (35.9) 51.7 38.5 55.8 | 65.4 72.4 | 80.8 87.8 | |||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（静荷载/准静荷载）A2/A4/HCR-70DD50/100年HBA-T resistance(Static/Quasi-static) A2/A4/HCR-70 DD 5O /100 years
表54承载力许用（建议）值Table54Permissible(recommended) resistance
| 哈芬化学锚栓许用承载力 HALFENHBA-Tpermissibleresistance | 24℃/40°℃ 明水钻孔floodedhole | ||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | |||
| 非开裂混凝土 Uncrackedconcrete | NRd,ur.max[kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 122.6 | 150.1 | |
| VRd,ucr.max[k] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 39.8 | 51.7 | 62.7 | ||
| 开裂混凝土 Crackedconcrete | NRd,r.max[k] | 42.0 | 65.7 | 94.3 | (116.1) 144.3 | ||||
| VRd.cr,max [kN] | 17.9 | 27.5 | 39.8 | 51.7 | 62.7 | ||||
| 哈芬化学锚栓许用承载力 | 43°℃/55°℃ 明水钻孔floodedhole | ||||||||
| HALFEN HBA-T permissible resistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 M30 | ||
| 非开裂混凝土 Uncrackedconcrete | NRd,ucr.max [kN] | 9.9 | 15.7 | 22.5 | 42.0 | 65.7 | 94.3 122.6 | 150.1 | |
| VRd,ucr.max [KN] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 51.7 | 62.7 | ||
| 开裂混凝土 Crackedconcrete | NRd.r.max[kN] | 35.6 (32.8) | 55.6 (51.3) | 73.9 (67.7) | 85.7 115.4 (77.9) (105.8) | ||||
| VRd,cr.max [KN] | 17.9 27.5 | 39.8 | 51.7 | 62.7 | |||||
| 哈芬化学锚栓许用承载力 HALFEN HBA-T permissible resistance | 50℃/80℃ 明水钻孔 flooded hole | ||||||||
| 非开裂混凝土 NRd,ucr.max [kN] | M8 | M10 | M12 | M16 | M20 | M24 M27 | M30 | ||
| 8.2 | 12.8 | 16.9 | 27.4 | 42.7 | 61.5 | 70.1 76.9 | |||
| Uncrackedconcrete 开裂混凝土 Crackedconcrete | VRd,ur.max[k] | 4.1 | 6.4 | 9.6 | 17.9 | 27.5 | 39.8 51.7 | 62.7 | |
| NRd,r.max[kN] VRd,cr.max [kN] | 19.1 (16.4) 17.9 | 29.9 (25.6) 27.5 39.8 | 36.9 46.7 51.7 | 57.7 | |||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）5.8级50年C1
Bonded Anchor resistance (seismic) 5.8 property class 5O years C1
表55承载力设计值Table 55 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 24℃/40℃干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 Withannulargap filledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [k] | 12.0 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 | |||
| VRd,eq,max[k] | 20 | 3.1) | 4 | (7..7) | 12.0) | (147) | 22.4) | 27.4) | |||
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesign resistance | 43℃/55°℃ 干燥/潮湿/明水钻孔Dry/wet/flooded hole | ||||||||||
| M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 | With annular gap filled agap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 | ||
| VRd.eq,max[kN] | 2.0) 3.1) | 4.2) | (78.) | 12.0) | (17.47) | 22.4) | 27.74) | ||||
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismic design resistance | 50℃/80C干燥/潮湿/明水钻孔Dry/wet/flooded hole M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 | Withannular gap filled agap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq.max [k] | 9.0 (7.5) | 13.0 (10.8) | 21.0 | 40.1 (33.4) | 61.2 (51.0) | 90.0 (75.0) | 109.0 (90.8) | 124.8 (104.0) | ||
| VRd.eq,max [kN] | 20 | 3.1) | (17.5) 4 | (7.7) | 12.0) | (147) | 24.49 | (27.4) | |||
括号中加粗并倾斜数值指代 * \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 业括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 Values in bracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）8.8级50年C1
Bonded Anchor resistance (seismic) 8.8 property class 5O years C1
表56承载力设计值Table 56 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesignresistance | 24C/4O°C干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 19.3 (17.5) | 30.4 (25.3) | 44.7 (40.9) | 84.0 (78.2) | 130.7 (119.2) | 188.0 (171.0) | 244.7 (204.1) | 286.8 (239.0) | ||
| VRd,eq,max[] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | |||
| 哈芬化学锚栓抗震设计承载力 | 43℃/55°℃ 干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| HALFENHBA-Tseismicdesignresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 Withannular gapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[kN] | 17.2 (14.3) | 24.8 (20.7) | 40.1 (33.4) | 76.6 (63.8) | 116.8 (97.3) | 171.5 (143.0) | 207.6 (173.0) | 237.9 (198.2) | ||
| VRd,eq,max [kN] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | |||
| 哈芬化学锚栓抗震设计承载力 | 50°℃/80°℃ 干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| HALFENHBA-Tseismicdesignresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 9.0 (7.5) | 13.0 (10.8) | 21.0 (17.5) | 40.1 (33.4) | 61.2 (51.0) | 90.0 (75.0) | 109.0 (90.8) | 124.8 (104.0) | ||
| VRd,eq,max[k] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | |||
括号中加粗并倾斜数值指代 * a _ { * \tt g a p } = 1 . 0 0括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathtt { a _ { g a p } = 1 . 0 } Values in bracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）A2/A4/HCR-7050年C1
Bonded Anchor resistance (seismic) A2/A4/HCR-7O 5O years C1
表57承载力设计值Table 57 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismic design resistance | 24C/40C干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [kN] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 | 171.7 | 210.2 | ||
| VRd,eq,max [kN] | 2.0 | 3.1) | (8.5) | 13.5 | (19.5 | 25.4 | 30.7 | ||||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 43℃/55°℃ | 干燥/潮湿/明水钻孔Dry/wet/flooded hole | |||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 开裂混凝土 Crackedconcrete | NRd,eq,ax[] 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 | 171.7 | 210.2 | |||
| VRd,eq,max[k] | 2.0 (4.0) | (20.7) 3.1 (6.3) | 4.7 (9.4) | 8.8 | 13.5 | 19.5 | 25.4 | (198.2) 30.7 | |||
| 哈芬化学锚栓抗震设计承载力 | 50℃/80℃C | 干燥/潮湿/明水钻孔Dry/wet/floodedhole | (17.5) | (26.9) | (39.0) | (50.7) | (61.5) | ||||
| HALFENHBA-Tseismicdesignresistance | M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 | Withannulargapfilledagap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [k] | 9.0 | (13.0) | 21.0) | (40.1) | (61.2) | 90.0) | 100.0) | (124.8) | ||
| VRd,eq,max[kN] | 2.0 | 3.1) | 4) | (8.5) | (13.5 | (19.5 | 25. | ||||
| 30.7 | |||||||||||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 0括号中数值指代明水钻孔。
Values boldedand italicized in bracket refer to \mathtt { a _ { g a p } = 1 . O } Values inbracketreferto floodedborehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）5.8级100年C1
Bonded Anchor resistance(seismic) 5.8 property class 1OO years C1
表58承载力设计值Table 58 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 24℃/40℃干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [k] | 12.0 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 | |||
| VRd,eq,max [k] | 20 | 3.2) | 4 | (7.7) | 12.0 | (14.7) | 22.4) | (27.4) | |||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 43℃/55°℃ 干燥/潮湿/明水钻孔Dry/wet/flooded hole | ||||||||||
| M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [k] | 12.0 | 19.3 | 28.0 | 52.0 | 81.3 | 117.3 | 152.0 | 186.7 | ||
| VRd,eq.max[k] | 2.0 3.1) | 4.4) | (75.7) | 12.0) | (17.47) | 22.4) | 27.74) | ||||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | M8 | 50°℃/80°C干燥/潮湿/明水钻孔Dry/wet/floodedhole | M30 | ||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M10 | M12 | M16 | M20 | M24 | M27 | |||||
| 开裂混凝土 Crackedconcrete | NRd,eq.max[k] | (8.7) | (12.6) | 20.40 | 38.9 | 59.4) | (87.3) | 105.7) | (121.0 | ||
| VRd,eq.max[k] | 22.4) | ||||||||||
| 20 | 3.1) | 4 | (7.7) | (12.0) | (14.7) | (27.4) | |||||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 0括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathtt { a _ { g a p } = 1 . O } Values in bracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）8.8级100年C1
Bonded Anchor resistance (seismic) 8.8 property class 1oO years C1
表59承载力设计值Table59Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesignresistance | 24℃/4O℃干燥/潮湿/明水钻孔Dry/wet/floodedhole | |||||||||
| M8 | M10 M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 Withannular gap filled agap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [kN] | 19.3 (17.0) | 29.4 (24.5) | 44.7 (39.7) | 84.0 (75.9) | 130.7 (115.6) | 188.0 (169.9) | 244.7 (204.1) | 282.7 (235.6) | |
| VRd,eq,max [kN] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | ||
| 哈芬化学锚栓抗震设计承载力 | 43℃/55℃ | 干燥/潮湿/明水钻孔Dry/wet/flooded hole | ||||||||
| HALFEN HBA-Tseismicdesignresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| 环缝影响系数：带缝隙Withannular gapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 16.6 (13.9) | 24.0 (20.0) | 38.8 (32.4) | 74.3 (61.9) | 113.3 (94.4) | 166.5 (138.7) | 201.5 (167.9) | 230.7 (192.3) | |
| VRd.qmax[kN] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | ||
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesign resistance | 50℃/80℃ | 干燥/潮湿/明水钻孔Dry/wet/flooded hole | ||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充 | M8 | M10 M12 | M16 | M20 | M24 | M27 | M30 | |||
| Withannular gap filledagap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[kN] | 8.7 (7.3) | 12.6 (10.5) | 20.4 (17.0) | 38.9 (32.4) | 59.3 (49.4) | 87.3 (72.8) | 105.7 (88.0) | 121.0 (100.8) | |
| VRd,eq,max[kN] | 2.8 (5.6) | 4.5 (9.0) | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | 36.1 (72.2) | 44.0 (87.9) | ||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 。
括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathtt { a _ { g a p } = 1 . O } Values in bracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）A2/A4/HCR-70100年C1
Bonded Anchor resistance (seismic) A2/A4/HCR-7O 100 years C1
表60承载力设计值Table 6O Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 24C/40C干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M8 | M10 M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[kN] | 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 | 171.7 | 210.2 | ||
| VRd,.q,max[kN] | 20 | 3.1) | (8.5) | 13.5 | (19.5 | 25.4 | 30.7 | ||||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 43℃/55℃ | 干燥/潮湿/明水钻孔Dry/wet/flooded hole | |||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] 13.9 | 21.9 | 31.6 | 58.8 | 92.0 | 132.1 | 171.7 | 210.2 | |||
| VRd,eq,max [k] | 2.0 (4.0) | 3.1 (6.3) | 4.7 (9.4) | 8.8 (17.5) | 13.5 | 19.5 | (167.9) 25.4 | (192.3) 30.7 (61.5) | |||
| 哈芬化学锚栓抗震设计承载力 | 50℃/80°℃ 干燥/潮湿/明水钻孔Dry/wet/flooded hole | (26.9) | (39.0) | (50.7) | |||||||
| HALFENHBA-Tseismicdesignresistance | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 环缝影响系数：带缝隙Withannulargapαgap=O.5，缝隙填充 Withannular gapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [kN] | (8.7) | (12.5) | 20.4) | (38.49 | 59.4) | (87.3) | 105.7) | (121.0 | ||
| VRd,eq,max [kN] | 20 | 3.1) | 4 | 8.5) | (13.5 | (19.5 | 25.4 | 30.5 | |||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 。
括号中数值指代明水钻孔。
Values boldedand italicized in bracket refer to \mathtt { a _ { g a p } = 1 . O } Values inbracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）5.8级50/100年C2
Bonded Anchor resistance (seismic) 5.8 property class 50 /100 years C2
表61承载力设计值Table 61 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesignresistance M8 | 24℃/40℃干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[kN] | 28.0 | 52.0 (47.6) | 81.3 (74.4) | 111.0 (92.5) | ||||||
| VRd,eq,max[K] | 4.2 (8.4) | 7.8 (15.7) | 12.0 (24.1) | 17.4 (34.7) | |||||||
| 哈芬化学锚栓抗震设计承载力 | 43℃/55℃C干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| HALFEN HBA-Tseismicdesign resistanc | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max [kN] | 28.9 | (46 | 72.9 | 90.5) | ||||||
| VRd,eq,max[kN] | 4.2 (8.4) | 7.8 (15.7) | 12.0 (24.1) | 17.4 (34.7) | |||||||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 50℃/80°℃干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 16.3 (13.6) | 24.4 (20.4) | 38.2 (31.8) | 47.5 (39.6) | ||||||
| VRd,eq,max[kN] | 4.2 (8.4) | 7.8 (15.7) | 12.0 (24.1) | 17.4 (34.7) | |||||||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 。
括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathtt { a _ { g a p } = 1 . O } Values inbracket refer to floodedborehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）8.8级50/100年C2
Bonded Anchor resistance (seismic) 8.8 property class 50 /10O years C2
表62承载力设计值Table 62Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance M8 | 24℃/4OC干燥/潮湿/明水钻孔Dry/wet/floodedhole | |||||||||
| M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 38.2 (31.8) | 57.2 (47.6) | 89.3 (74.4) | 111.0 (92.5) | |||||
| VRd,eq,max[kN] | (6.4) | 12.3 | (19. | 27.4) | ||||||
| 哈芬化学锚栓抗震设计承载力 HALFENHBA-Tseismicdesignresistance | 43°℃/55C干燥/潮湿/明水钻孔Dry/wet/floodedhole | |||||||||
| M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | ||||||||||
| 开裂混凝土 Crackedconcrete | NRd,q,max [kN] | 31.1 (25.9) | 46.6 (38.9) | 72.9 (60.7) | 90.5 (75.4) | |||||
| VRd,eq,max[kN] | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | ||||||
| 50℃/80℃ | 干燥/潮湿/明水钻孔Dry/wet/floodedhole | |||||||||
| HALFENHBA-Tseismicdesignresistance | M8 M10 M12 | M16 M20 M24 | ||||||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M27 | M30 | ||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 16.3 (13.6) | 24.4 (20.4) | 38.2 (31.8) | 47.5 (39.6) | |||||
| VRd,eq.max[k] | 6.7 (13.4) | 12.3 (24.6) | 19.3 (38.6) | 27.7 (55.4) | ||||||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 业括号中数值指代明水钻孔。
Values bolded and italicized in bracket refer to \mathtt { a _ { g a p } = 1 . 0 } Values in bracket refer to flooded borehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓承载力（地震）A2／A4/HCR-7050/100年C2
Bonded Anchor resistance (seismic) A2/A4/ HCR-70 5O /10O years C2
表63承载力设计值Table 63 Design resistance
| 哈芬化学锚栓抗震设计承载力 HALFEN HBA-Tseismicdesignresistance M8 | 24℃/4OC干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| M10 | M12 | M16 | M20 | M24 | M27 | M30 | |||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[kN] | 31.6 | 57.2 (47.6) | 89.3 (74.4) | 111.0 (92.5) | ||||||
| VRd,eq,max [kN] | 4 | .5 | (13.5 | (19.5 | |||||||
| 哈芬化学锚栓抗震设计承载力 | 43C/55C干燥/潮湿/明水钻孔Dry/wet/floodedhole | ||||||||||
| HALFENHBA-Tseismicdesignresistance | M8 M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||||
| 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | |||||||||||
| 开裂混凝土 Crackedconcrete 哈芬化学锚栓抗震设计承载力 | NRd,q,max [kN] | 31.1 (25.9) | 46.6 (38.9) | 72.9 (60.7) | 90.5 (75.4) | ||||||
| VRd,eq,max[kN] | 4.7 (9.4) | 8.8 (17.5) | 13.5 (26.9) | 19.5 (39.0) | |||||||
| 50℃/80℃ | |||||||||||
| HALFENHBA-Tseismicdesignresistance 环缝影响系数：带缝隙Withannulargapagap=O.5，缝隙填充Withannulargapfilledagap=1.0 | M8 M10 | M12 | M16 | M20 | M24 | 干燥/潮湿/明水钻孔Dry/wet/floodedhole M27 | M30 | ||||
| 开裂混凝土 Crackedconcrete | NRd,eq,max[k] | 16.3 (13.6) | 24.4 (20.4) | 38.2 (31.8) | 47.5 (39.6) | ||||||
| VRd,eq.max[k] | 4.7 (9.4) | 8.8 (17.5) | 13.5 (26.9) | 19.5 (39.0) | |||||||
括号中加粗并倾斜数值指代 \mathsf { a } _ { \mathsf { g a p } } { = } 7 . 0 业括号中数值指代明水钻孔。
Values boldedand italicized in bracket refer to \mathtt { a _ { g a p } = 1 . 0 } （20 Values inbracket refer to floodedborehole.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓在地震作用下的位移C2
Displacementofbondedanchorunderseismicactions C2
表64受拉
Table 64Tension
| HBA-T | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂/开裂混凝土，50/100年Non-cracked/crackedconcrete,50/100years | |||||||||
| 所有温度范围 Alltemperatureranges | SN.eq.C2(50)=ON.q.C2(DL.S) [mm] | 0.23 | 0.26 | 0.28 | 0.33 | ||||
| 0.56 | 0.52 | 0.51 | 0.68 | ||||||
| HBA-T | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | |
| 非开裂/开裂混凝土，50/100年Non-cracked/crackedconcrete,50/100years | |||||||||
| 所有温度范围 Alltemperatureranges | δv.eq,C2(50%)=δV.eqC2(DLs) [mm] | 3.20 | 3.50 | 3.70 | 4.50 | ||||
| 5.0qC2100)=Ov.q,C2(ULS) [mm] | 6.20 | 7.90 | 7.10 | 11.3 | |||||
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓安装数据
Bonded Anchor installation data
表66安装参数
Table66Installationdata
| HBA-T | M8 | M10 | M12 | M16 | M20 | M24 M27 | M30 | ||
| 螺杆直径 Dia.ofanchorbolt | d [mm] | 8 | 10 | 12 | 16 | 20 | 24 | 27 | 30 |
| 钻头公称直径 Nominal dia.ofdrillbit | d。[mm] | 10 | 12 | 14 | 18 | 22 | 28 | 30 | 35 |
| 连接件孔径 Dia.of hole in fixture | df[mm] | 9 | 12 | 14 | 18 | 22 | 26 | 30 | 33 |
| 最小锚固深度 Min.anchoragedepth | hef,min[mm] | 60 | 60 | 70 | 80 | 90 | 96 | 108 | 120 |
| 最大锚固深度 Max.anchoragedepth | hef,max[mm] | 160 | 200 | 240 | 320 | 400 | 480 | 540 | 600 |
| 混in.th构件最小厚fconcretemember | hmin [mm] | hef +30≥100 | hef+2d | ||||||
| 安装扭矩 Installation torque | Tinst[N.m] | 10 | 20 | 40 | 80 | 120 | 150 | 200 | 300 |
| 连接件厚度 Thicknessoffixture | tfix [mm] | 0 | |||||||
| 最小间距 Min. spacing | Smin [mm] | 40 | 50 | 60 | 75 | 90 | 115 | 120 | 140 |
| 最小边距 Min.edge distance | Cmin[mm] | 35 | 40 | 45 | 50 | 55 | 60 | 75 | 80 |
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓安装数据
Bonded Anchor installation data
表67钢制毛刷和活塞阀尺寸
Table 67 Geometry of the steel brush and piston plug
| HBA-T | M8 | M10 | M12 | M16 | M20 | M24 | M27 | M30 | ||
| d[mm] | 10 | 12 | 14 | 18 | 22 | 28 | 30 | 35 | ||
| db[mm] | 12 | 14 | 16 | 20 | 24 | 30 | 32 | 37 | ||
| db,min[mm] | 10.5 | 12.5 | 14.5 | 18.5 | 24.5 | 28.5 | 32.5 | 35.5 | ||
| 注射阀 Injectionplug | [mm] | 无需使用活塞阀 Not required to use piston plug | 18 | 22 | 28 30 | 35 | ||||
·活塞阀，用于顶部及水平朝向锚栓安装 ·Piston plug isapplied to overhead and horizontal installation
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
化学锚栓安装数据
Bonded Anchor installation data
表68操作时间和养护时间
| 基材温度 Temperatureatanchoringbase | 胶筒温度 Temperatureofcartridge [C] | 最长操作时间 Max. processing time twork [min] | 最短养护时间 Min. curing time tcure |
| [C] -5~-1 | +5 | 120 | [h] 168 |
| 0~+4 | +5 | 120 | 48 |
| +5~+9 | +5~+9 | 120 | 24 |
| +10~+14 | +10~+14 | 90 | 16 |
| +15~+19 | +15~+19 | 60 | 12 |
| +20~+24 | +20~+24 | 30 | 7 |
| +25~+29 | +25~+29 | 20 | 6 |
| +30~+34 | +30~+34 | 15 | 5 |
| +35~+40 | +35~+40 | 12 | 4.5 |
·如果钻孔处于潮湿或明水状态，养护时间需加倍
·Inwet concrete or water fille holes the curing time must be doubled
Table 69 Installation method and procedure
| 钻孔方式 Drillingmethod | 安装流程 Installationprocedure |
| HD | 1a→2d→2e-→2f→3→4→5→6-→7→8a/8b-→9-→10-→11→12→13 |
| HDB | 1b-→3-→4-→5-→6-→7-→8a/8b-→9-→10-→11-→12-→13 |
| DD | 1c→2a-→2b→2c-→2d-→2e-→2f→3-→4-→5-→6→7→8a/8b-→9-→10-→11→12-→13 |
步骤6、7为可选择的，根据安装方向和锚固深度确定，详见第75页。
Step6and7are optional acc.to te installation directionas wellasembedmentdepth,referto page 75.
HBA-T哈芬化学锚栓
Halfen Bonded Anchor·根据设计要求，使用专用工具在指定点位钻孔·钻孔方向应垂直于混凝土面，角度偏差±5·钻孔深度应满足表66要求
·Hammer drill is used to drill hole at the design required positionof the anchor ·Drilling vertically to the concrete surface with tolerance of ± 5 ^ { \circ } （204 ·Borehole depth should fulfil the requirement of Table 66
·使用清水冲洗钻孔直至流出钻孔的 水中无杂质
·Flushing with water until cleanwater comes out of the borehole
·按照表67尺寸要求选取与锚栓匹配 的钢刷，且钢刷应足够长以便能伸 入钻孔底部
·多次使用过的钢刷钢丝可能发生变 形导致钢刷直径变小，如果钢刷可 毫无阻力深入钻孔，应立即更换新 钢刷
·将钢刷在钻孔深度范围内前后移动 (并旋转）清理至少2次
·Select the right steel brush matched with the anchoracc. to Table 67,the brush should be long enough to reach the bottomoftheborehole
·The steel brush dia.may be reduced due to many times of brushing,if the brush can be pushed into the borehole without any resistance,it must be replaced with a new one
·Brush the borehole backand forth (rotating) along the entire hole at least twice
·再次使用清水冲洗钻孔直至流出钻 孔的水中无杂质
· Flushing again with water until cleanwater comes out of the borehole
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
2x QQ 2f
·使用气动吹尘枪清理钻孔积灰至少 2次
·气管深入长度不低于钻孔深度
·DD安装方法，在清灰之前确保钻 孔内无积水
·Use inflator or otherappropriate tools to clean the dust in the drillholeat leasttwice
·The length of inserted air tube should be no less than hole depth
·Regarding DD installation method,the standing water in the borehole must be removed before cleaning
·按照表67尺寸要求选取与锚栓匹配 的钢刷，且钢刷应足够长以便能伸 入钻孔底部
·多次使用过的钢刷钢丝可能发生变 形导致钢刷直径变小，如果钢刷可 毫无阻力深入钻孔，应立即更换新 钢刷
·将钢刷在钻孔深度范围内前后移动 （并旋转）清理至少2次
·Select the right steel brush matched with the anchor acc. to Table 67,the brush should be long enough to reach the bottomoftheborehole
·The steel brush dia.may be reduced due to many times of brushing,if the brush can be pushed into the borehole without any resistance,it must be replaced with a new one
·Brush the borehole backand forth (rotating) along the entire holeat leasttwice
·使用气动吹尘枪清理钻孔积灰至少 2次
·气管深入长度不低于钻孔深度
·如采用DD安装方法，在清灰之前 确保钻孔内无积水
·清洁工作完成之后、注胶之前，采 取适当措施防止钻孔被污染
·Use inflatororotherappropriate tools to clean the dustin the drill holeat leasttwice
·The length of inserted air tube should be no less than hole depth
· If DD installation method is adapted, the standing water in theboreholemustberemoved before cleaning
·After cleaning,appropriate way shall be applied to protect the borehole from contamination before dispensing
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
·核实并确保锚固胶在保质期内
·将胶筒安装至胶枪（确保胶管内螺 旋部件清晰可见）
·将胶嘴与胶筒旋拧安装，然后整体 置于胶枪上
·如安装中断时间超过表68中t \mathbf { \widetilde { \Gamma } } _ { \mathsf { w o r k } } 要 求，或者更换新的胶筒，均需同步 更换新的胶嘴
·Check the adhesive is within the expirationdate
·Attachthe cartridge onto the dispenser (ensure the helix in the mixer visible)
·Attach supplied static-mixing nozzle to thecartridgeand load the cartridge into the correct dispensing tool
·Forevery working interruption longer than the maximum working time \ t _ { { w o r k } } in table 68 as well as fornew cartridges,a new static mixer shall be used
·按照锚固深度要求对锚杆进行标记
·确保锚杆整洁无污染（例如灰尘、 油污)
·Mark embedment depth on the anchor rod,suchas threaded rodand rebar
·The anchor rod should be free of dirt,grease,oil or other foreignmaterial
·在注入钻孔之前，先打出部分锚固 胶，直至胶体颜色稳定 ·Before injecting the borehole, stroke outadhesiveuntil the color is even
HBA-T哈芬化学锚栓
Halfen Bonded Anchor
·根据表67尺寸要求，切割活塞阀， 以便匹配钻孔尺寸
·Cut the piston plug according to table 67to matchthediameter of injection plug with the hole diameter
·将活塞阀、延长管组装至胶嘴 ·Piston plug and the nozzle extension should be used with thenozzle
·将胶嘴深入钻孔并抵在钻孔底部，从钻孔下侧开始注胶的同时缓慢将胶管外移，避免出现气孔·注满钻孔约2/3时停止注胶
·Put the nozzle into the borehole until contact with the end of the hole,while inject theadhesive starting from the bottom of the hole remove the mixer slowly out of the hole,any burbles mustbeavoided · Stop injection until approx.2/3 of the borehole is filled
·将活塞阀深入钻孔并抵在钻孔底部，从钻孔底部开始注胶的同时在锚固胶的推理下，活塞阀缓慢外移，避免出现气孔·注满钻孔约2/3时停止注胶
·确保锚杆表面整洁，无落灰无油污
·将锚杆垂直旋入钻孔直至抵住钻孔底部、多余胶体溢出
·在允许操作时间（见表68， \sf t _ { w o r k } ）内完成安装
·Put the piston plug into the borehole until contact with the end of the hole,while inject the adhesive starting from the bottom of the hole the plug will be slowly pushed out by the back pressure from the injected mortar,any burbles must be avoided ·Stop injection until approx. 2/3 of the borehole is filled
·Ensure the cleanliness of the anchor rod without oil and dust
·Push the anchor rod into the borehole until contact the end and excessmortarseeps from the hole
·Finish the installation within processing time { \Delta } [ { t } _ { { w o r k } } , see Table 68)
·锚杆与钻孔之间的孔隙须完全被锚固胶填满且无缝隙，否则在最长操作时间内重新执行安装流程
·Annular gap between anchor rodandbasematerialmustbe completely filledwithmortar. Otherwise,the installation must be repeated starting from step 8 before the maximum working timereached
HBA-T哈芬化学锚栓
Halfen Bonded Anchor ·如果钻孔垂直向下，应使用适当配 件（如楔子）将锚杆进行固定，防 止其在胶体养护完成之前坠落 · If the borehole is vertical, appropriate tools (e.g.wedge) shouldbeappliedto prevent the anchor rodfromfallingbefore the curing time
·按照表68温度和时间要求进行养护，养护期间不得移动锚杆、施加荷载
·Curing the mortaracc.to Table 68 during which time the rod mustnotbemovedand loaded
·去除溢出的胶体，确保锚杆周边混 凝土面整洁
·使用配套垫片、螺母，按照扭矩要 求将被连接件与锚栓连接
·Remove the excessmortarand keepthe concrete surface clean
·Connect the fixture to the anchor by right torquing with washerand nut
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