锚杆注浆施工记录文本表

..锚杆注浆施工记录表工程名称：建设单位：设计单位：监理单位：设计钻孔直径：φ110mm钻机型号：xy-30锚孔倾角15°钢筋型号：施工部位：钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：7号楼内侧1坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注4-1φ911:0.45:0.59:299:3117:0517:080.1630.34-2φ911:0.45:0.58:339:3517:1017:130.1630.34-3φ911:0.45:0.59:389:4217:1517:170.1630.34-4φ911:0.45:0.59:459:4717:1917:220.1630.34-5φ911:0.45:0.59:499:5217:2517:280.1630.34-6φ911:0.45:0.59:559:5817:3217:350.1630.34-7φ911:0.45:0.510:0210:0517:3817:410.1630.34-8φ911:0.45:0.510:0810:1017:4317:450.1630.35-1φ911:0.45:0.510:1310:1617:4817:510.1630.35-2φ911:0.45:0.510:1810:2217:5317:550.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：7号楼内侧2面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注1-1φ911:0.45:0.58:008:0315:2515:280.1630.31-2φ911:0.45:0.58:038:0615:2915:310.1630.31-3φ911:0.45:0.58:068:0915:3215:340.1630.31-4φ911:0.45:0.58:098:1215:3515:370.1630.31-5φ911:0.45:0.58:128:1515:3815:400.1630.31-6φ911:0.45:0.58:158:1815:4215:450.1630.31-7φ911:0.45:0.58:188:2115:4715:500.1630.31-8φ911:0.45:0.58:228:2515:5215:560.1630.31-9φ911:0.45:0.58:268:2915:5816:000.1630.31-10φ911:0.45:0.58:308:3316:0116:040.1630.31-11φ911:0.45:0.58:348:3616:0516:080.1630.31-12φ911:0.45:0.58:388:3916:1016:130.1630.31-13φ911:0.45:0.58:418:4316:1516:180.1630.31-14φ911:0.45:0.58:458:4816:1916:210.1630.31-15φ911:0.45:0.58:508:5316:2216:250.1630.31-16φ911:0.45:0.58:558:5716:2716:290.1630.31-17φ911:0.45:0.58:589:0016:3016:330.1630.31-18φ911:0.45:0.59:039:0616:3416:370.1630.32-1φ911:0.45:0.59:089:1116:3916:420.1630.32-2φ911:0.45:0.59:139:1516:4316:470.1630.32-3φ911:0.45:0.59:179:1916:4816:520.1630.32-4φ911:0.45:0.59:219:2316:5516:570.1630.32-5φ911:0.45:0.59:259:2716:5917:020.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：7号楼内侧2面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注2-6φ911:0.45:0.59:299:3117:0517:080.1630.32-7φ911:0.45:0.58:339:3517:1017:130.1630.32-8φ911:0.45:0.59:389:4217:1517:170.1630.32-9φ911:0.45:0.59:459:4717:1917:220.1630.32-10φ911:0.45:0.59:499:5217:2517:280.1630.32-11φ911:0.45:0.59:559:5817:3217:350.1630.32-12φ911:0.45:0.510:0210:0517:3817:410.1630.32-13φ911:0.45:0.510:0810:1017:4317:450.1630.32-14φ911:0.45:0.510:1310:1617:4817:510.1630.32-15φ911:0.45:0.510:1810:2217:5317:550.1630.32-16φ911:0.45:0.59:299:3117:0517:080.1630.32-17φ911:0.45:0.58:339:3517:1017:130.1630.32-18φ911:0.45:0.59:389:4217:1517:170.1630.33-1φ911:0.45:0.59:459:4717:1917:220.1630.33-2φ911:0.45:0.59:499:5217:2517:280.1630.33-3φ911:0.45:0.59:559:5817:3217:350.1630.33-4φ911:0.45:0.510:0210:0517:3817:410.1630.33-5φ911:0.45:0.510:0810:1017:4317:450.1630.33-6φ911:0.45:0.510:1310:1617:4817:510.1630.33-7φ911:0.45:0.510:1810:2217:5317:550.1630.33-8φ911:0.45:0.510:2510:2717:5717:590.1630.33-9φ911:0.45:0.510:3010:3318:0118:050.1630.33-10φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：7号楼内侧2面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注3-11φ911:0.45:0.58:008:0315:2515:280.1630.33-12φ911:0.45:0.58:038:0615:2915:310.1630.33-13φ911:0.45:0.58:068:0915:3215:340.1630.33-14φ911:0.45:0.58:098:1215:3515:370.1630.33-15φ911:0.45:0.58:128:1515:3815:400.1630.34-1φ911:0.45:0.58:158:1815:4215:450.1630.34-2φ911:0.45:0.58:188:2115:4715:500.1630.34-3φ911:0.45:0.58:228:2515:5215:560.1630.34-4φ911:0.45:0.58:268:2915:5816:000.1630.34-5φ911:0.45:0.58:308:3316:0116:040.1630.34-6φ911:0.45:0.58:348:3616:0516:080.1630.34-7φ911:0.45:0.58:388:3916:1016:130.1630.34-8φ911:0.45:0.58:418:4316:1516:180.1630.35-1φ911:0.45:0.58:458:4816:1916:210.1630.35-2φ911:0.45:0.58:508:5316:2216:250.1630.35-3φ911:0.45:0.58:558:5716:2716:290.1630.35-4φ911:0.45:0.58:589:0016:3016:330.1630.35-5φ911:0.45:0.59:039:0616:3416:370.1630.35-6φ911:0.45:0.59:089:1116:3916:420.1630.35-7φ911:0.45:0.59:139:1516:4316:470.1630.36-1φ911:0.45:0.59:179:1916:4816:520.1630.36-2φ911:0.45:0.59:219:2316:5516:570.1630.36-3φ911:0.45:0.59:259:2716:5917:020.1630.36-4φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧3钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注1-1φ911:0.45:0.58:008:0315:2515:280.1630.31-2φ911:0.45:0.58:038:0615:2915:310.1630.31-3φ911:0.45:0.58:068:0915:3215:340.1630.31-4φ911:0.45:0.58:098:1215:3515:370.1630.31-5φ911:0.45:0.58:128:1515:3815:400.1630.31-6φ911:0.45:0.58:158:1815:4215:450.1630.31-7φ911:0.45:0.58:188:2115:4715:500.1630.31-8φ911:0.45:0.58:228:2515:5215:560.1630.31-9φ911:0.45:0.58:268:2915:5816:000.1630.31-10φ911:0.45:0.58:308:3316:0116:040.1630.31-11φ911:0.45:0.58:348:3616:0516:080.1630.31-12φ911:0.45:0.58:388:3916:1016:130.1630.31-13φ911:0.45:0.58:418:4316:1516:180.1630.31-14φ911:0.45:0.58:458:4816:1916:210.1630.31-15φ911:0.45:0.58:508:5316:2216:250.1630.31-16φ911:0.45:0.58:558:5716:2716:290.1630.31-17φ911:0.45:0.58:589:0016:3016:330.1630.31-18φ911:0.45:0.59:039:0616:3416:370.1630.31-19φ911:0.45:0.59:089:1116:3916:420.1630.31-20φ911:0.45:0.59:139:1516:4316:470.1630.32-1φ911:0.45:0.59:179:1916:4816:520.1630.32-2φ911:0.45:0.59:219:2316:5516:570.1630.32-3φ911:0.45:0.59:259:2716:5917:020.1630.32-4φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注2-5φ911:0.45:0.59:299:3117:0517:080.1630.32-6φ911:0.45:0.58:339:3517:1017:130.1630.32-7φ911:0.45:0.59:389:4217:1517:170.1630.32-8φ911:0.45:0.59:459:4717:1917:220.1630.32-9φ911:0.45:0.59:499:5217:2517:280.1630.32-10φ911:0.45:0.59:559:5817:3217:350.1630.32-11φ911:0.45:0.510:0210:0517:3817:410.1630.32-12φ911:0.45:0.510:0810:1017:4317:450.1630.32-13φ911:0.45:0.510:1310:1617:4817:510.1630.32-14φ911:0.45:0.510:1810:2217:5317:550.1630.32-15φ911:0.45:0.59:299:3117:0517:080.1630.32-16φ911:0.45:0.58:339:3517:1017:130.1630.32-17φ911:0.45:0.59:389:4217:1517:170.1630.32-18φ911:0.45:0.59:459:4717:1917:220.1630.32-19φ911:0.45:0.59:499:5217:2517:280.1630.32-20φ911:0.45:0.59:559:5817:3217:350.1630.32-21φ911:0.45:0.510:0210:0517:3817:410.1630.33-1φ911:0.45:0.510:0810:1017:4317:450.1630.33-2φ911:0.45:0.510:1310:1617:4817:510.1630.33-3φ911:0.45:0.510:1810:2217:5317:550.1630.33-4φ911:0.45:0.510:2510:2717:5717:590.1630.33-5φ911:0.45:0.510:3010:3318:0118:050.1630.33-6φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧3钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注3-7φ911:0.45:0.58:008:0315:2515:280.1630.33-8φ911:0.45:0.58:038:0615:2915:310.1630.33-9φ911:0.45:0.58:068:0915:3215:340.1630.33-10φ911:0.45:0.58:098:1215:3515:370.1630.33-11φ911:0.45:0.58:128:1515:3815:400.1630.33-12φ911:0.45:0.58:158:1815:4215:450.1630.33-13φ911:0.45:0.58:188:2115:4715:500.1630.33-14φ911:0.45:0.58:228:2515:5215:560.1630.33-15φ911:0.45:0.58:268:2915:5816:000.1630.33-16φ911:0.45:0.58:308:3316:0116:040.1630.33-17φ911:0.45:0.58:348:3616:0516:080.1630.33-18φ911:0.45:0.58:388:3916:1016:130.1630.33-19φ911:0.45:0.58:418:4316:1516:180.1630.33-20φ911:0.45:0.58:458:4816:1916:210.1630.33-21φ911:0.45:0.58:508:5316:2216:250.1630.33-22φ911:0.45:0.58:558:5716:2716:290.1630.34-1φ911:0.45:0.58:589:0016:3016:330.1630.34-2φ911:0.45:0.59:039:0616:3416:370.1630.34-3φ911:0.45:0.59:089:1116:3916:420.1630.34-4φ911:0.45:0.59:139:1516:4316:470.1630.34-5φ911:0.45:0.59:179:1916:4816:520.1630.34-6φ911:0.45:0.59:219:2316:5516:570.1630.34-7φ911:0.45:0.59:259:2716:5917:020.1630.34-8φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注4-9φ911:0.45:0.59:299:3117:0517:080.1630.34-10φ911:0.45:0.58:339:3517:1017:130.1630.34-11φ911:0.45:0.59:389:4217:1517:170.1630.34-12φ911:0.45:0.59:459:4717:1917:220.1630.34-13φ911:0.45:0.59:499:5217:2517:280.1630.34-14φ911:0.45:0.59:559:5817:3217:350.1630.34-15φ911:0.45:0.510:0210:0517:3817:410.1630.34-16φ911:0.45:0.510:0810:1017:4317:450.1630.34-17φ911:0.45:0.510:1310:1617:4817:510.1630.34-18φ911:0.45:0.510:1810:2217:5317:550.1630.34-19φ911:0.45:0.59:299:3117:0517:080.1630.34-20φ911:0.45:0.58:339:3517:1017:130.1630.34-21φ911:0.45:0.59:389:4217:1517:170.1630.34-22φ911:0.45:0.59:459:4717:1917:220.1630.34-23φ911:0.45:0.59:499:5217:2517:280.1630.35-1φ911:0.45:0.59:559:5817:3217:350.1630.35-2φ911:0.45:0.510:0210:0517:3817:410.1630.35-3φ911:0.45:0.510:0810:1017:4317:450.1630.35-4φ911:0.45:0.510:1310:1617:4817:510.1630.35-5φ911:0.45:0.510:1810:2217:5317:550.1630.35-6φ911:0.45:0.510:2510:2717:5717:590.1630.35-7φ911:0.45:0.510:3010:3318:0118:050.1630.35-8φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧3钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注5-9φ911:0.45:0.58:008:0315:2515:280.1630.35-10φ911:0.45:0.58:038:0615:2915:310.1630.35-11φ911:0.45:0.58:068:0915:3215:340.1630.35-12φ911:0.45:0.58:098:1215:3515:370.1630.35-13φ911:0.45:0.58:128:1515:3815:400.1630.35-14φ911:0.45:0.58:158:1815:4215:450.1630.35-15φ911:0.45:0.58:188:2115:4715:500.1630.35-16φ911:0.45:0.58:228:2515:5215:560.1630.35-17φ911:0.45:0.58:268:2915:5816:000.1630.35-18φ911:0.45:0.58:308:3316:0116:040.1630.35-19φ911:0.45:0.58:348:3616:0516:080.1630.35-20φ911:0.45:0.58:388:3916:1016:130.1630.35-21φ911:0.45:0.58:418:4316:1516:180.1630.35-22φ911:0.45:0.58:458:4816:1916:210.1630.35-23φ911:0.45:0.58:508:5316:2216:250.1630.35-24φ911:0.45:0.58:558:5716:2716:290.1630.36-1φ911:0.45:0.58:589:0016:3016:330.1630.36-2φ911:0.45:0.59:039:0616:3416:370.1630.36-3φ911:0.45:0.59:089:1116:3916:420.1630.36-4φ911:0.45:0.59:139:1516:4316:470.1630.36-5φ911:0.45:0.59:179:1916:4816:520.1630.36-6φ911:0.45:0.59:219:2316:5516:570.1630.36-7φ911:0.45:0.59:259:2716:5917:020.1630.36-8φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注6-9φ911:0.45:0.59:299:3117:0517:080.1630.36-10φ911:0.45:0.58:339:3517:1017:130.1630.36-11φ911:0.45:0.59:389:4217:1517:170.1630.36-12φ911:0.45:0.59:459:4717:1917:220.1630.36-13φ911:0.45:0.59:499:5217:2517:280.1630.36-14φ911:0.45:0.59:559:5817:3217:350.1630.36-15φ911:0.45:0.510:0210:0517:3817:410.1630.36-16φ911:0.45:0.510:0810:1017:4317:450.1630.36-17φ911:0.45:0.510:1310:1617:4817:510.1630.36-18φ911:0.45:0.510:1810:2217:5317:550.1630.36-19φ911:0.45:0.59:299:3117:0517:080.1630.36-20φ911:0.45:0.58:339:3517:1017:130.1630.36-21φ911:0.45:0.59:389:4217:1517:170.1630.36-22φ911:0.45:0.59:459:4717:1917:220.1630.36-23φ911:0.45:0.59:499:5217:2517:280.1630.36-24φ911:0.45:0.59:559:5817:3217:350.1630.36-25φ911:0.45:0.510:0210:0517:3817:410.1630.37-1φ911:0.45:0.510:0810:1017:4317:450.1630.37-2φ911:0.45:0.510:1310:1617:4817:510.1630.37-3φ911:0.45:0.510:1810:2217:5317:550.1630.37-4φ911:0.45:0.510:2510:2717:5717:590.1630.37-5φ911:0.45:0.510:3010:3318:0118:050.1630.37-6φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧3钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注7-7φ911:0.45:0.58:008:0315:2515:280.1630.37-8φ911:0.45:0.58:038:0615:2915:310.1630.37-9φ911:0.45:0.58:068:0915:3215:340.1630.37-10φ911:0.45:0.58:098:1215:3515:370.1630.37-11φ911:0.45:0.58:128:1515:3815:400.1630.37-12φ911:0.45:0.58:158:1815:4215:450.1630.37-13φ911:0.45:0.58:188:2115:4715:500.1630.37-14φ911:0.45:0.58:228:2515:5215:560.1630.37-15φ911:0.45:0.58:268:2915:5816:000.1630.37-16φ911:0.45:0.58:308:3316:0116:040.1630.37-17φ911:0.45:0.58:348:3616:0516:080.1630.37-18φ911:0.45:0.58:388:3916:1016:130.1630.37-19φ911:0.45:0.58:418:4316:1516:180.1630.37-20φ911:0.45:0.58:458:4816:1916:210.1630.37-21φ911:0.45:0.58:508:5316:2216:250.1630.37-22φ911:0.45:0.58:558:5716:2716:290.1630.37-23φ911:0.45:0.58:589:0016:3016:330.1630.37-24φ911:0.45:0.59:039:0616:3416:370.1630.37-25φ911:0.45:0.59:089:1116:3916:420.1630.37-26φ911:0.45:0.59:139:1516:4316:470.1630.38-1φ911:0.45:0.59:179:1916:4816:520.1630.38-2φ911:0.45:0.59:219:2316:5516:570.1630.38-3φ911:0.45:0.59:259:2716:5917:020.1630.38-4φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注8-5φ911:0.45:0.59:299:3117:0517:080.1630.38-6φ911:0.45:0.58:339:3517:1017:130.1630.38-7φ911:0.45:0.59:389:4217:1517:170.1630.38-8φ911:0.45:0.59:459:4717:1917:220.1630.38-9φ911:0.45:0.59:499:5217:2517:280.1630.38-10φ911:0.45:0.59:559:5817:3217:350.1630.38-11φ911:0.45:0.510:0210:0517:3817:410.1630.38-12φ911:0.45:0.510:0810:1017:4317:450.1630.38-13φ911:0.45:0.510:1310:1617:4817:510.1630.38-14φ911:0.45:0.510:1810:2217:5317:550.1630.38-15φ911:0.45:0.59:299:3117:0517:080.1630.38-16φ911:0.45:0.58:339:3517:1017:130.1630.38-17φ911:0.45:0.59:389:4217:1517:170.1630.38-18φ911:0.45:0.59:459:4717:1917:220.1630.38-19φ911:0.45:0.59:499:5217:2517:280.1630.38-20φ911:0.45:0.59:559:5817:3217:350.1630.38-21φ911:0.45:0.510:0210:0517:3817:410.1630.38-22φ911:0.45:0.510:0810:1017:4317:450.1630.38-23φ911:0.45:0.510:1310:1617:4817:510.1630.38-24φ911:0.45:0.510:1810:2217:5317:550.1630.38-25φ911:0.45:0.510:2510:2717:5717:590.1630.38-26φ911:0.45:0.510:3010:3318:0118:050.1630.38-27φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注9-1φ911:0.45:0.58:008:0315:2515:280.1630.39-2φ911:0.45:0.58:038:0615:2915:310.1630.39-3φ911:0.45:0.58:068:0915:3215:340.1630.39-4φ911:0.45:0.58:098:1215:3515:370.1630.39-5φ911:0.45:0.58:128:1515:3815:400.1630.39-6φ911:0.45:0.58:158:1815:4215:450.1630.39-7φ911:0.45:0.58:188:2115:4715:500.1630.39-8φ911:0.45:0.58:228:2515:5215:560.1630.39-9φ911:0.45:0.58:268:2915:5816:000.1630.39-10φ911:0.45:0.58:308:3316:0116:040.1630.39-11φ911:0.45:0.58:348:3616:0516:080.1630.39-12φ911:0.45:0.58:388:3916:1016:130.1630.39-13φ911:0.45:0.58:418:4316:1516:180.1630.39-14φ911:0.45:0.58:458:4816:1916:210.1630.39-15φ911:0.45:0.58:508:5316:2216:250.1630.39-16φ911:0.45:0.58:558:5716:2716:290.1630.39-17φ911:0.45:0.58:589:0016:3016:330.1630.39-18φ911:0.45:0.59:039:0616:3416:370.1630.39-19φ911:0.45:0.59:089:1116:3916:420.1630.39-20φ911:0.45:0.59:139:1516:4316:470.1630.39-21φ911:0.45:0.59:179:1916:4816:520.1630.39-22φ911:0.45:0.59:219:2316:5516:570.1630.39-23φ911:0.45:0.59:259:2716:5917:020.1630.39-24φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注9-25φ911:0.45:0.59:299:3117:0517:080.1630.39-26φ911:0.45:0.58:339:3517:1017:130.1630.39-27φ911:0.45:0.59:389:4217:1517:170.1630.39-28φ911:0.45:0.59:459:4717:1917:220.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧4坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注1-1φ911:0.45:0.58:008:0315:2515:280.1630.31-2φ911:0.45:0.58:038:0615:2915:310.1630.31-3φ911:0.45:0.58:068:0915:3215:340.1630.31-4φ911:0.45:0.58:098:1215:3515:370.1630.32-1φ911:0.45:0.58:128:1515:3815:400.1630.32-2φ911:0.45:0.58:158:1815:4215:450.1630.32-3φ911:0.45:0.58:188:2115:4715:500.1630.32-4φ911:0.45:0.58:228:2515:5215:560.1630.32-5φ911:0.45:0.58:268:2915:5816:000.1630.32-6φ911:0.45:0.58:308:3316:0116:040.1630.32-7φ911:0.45:0.58:348:3616:0516:080.1630.32-8φ911:0.45:0.58:388:3916:1016:130.1630.32-9φ911:0.45:0.58:418:4316:1516:180.1630.32-10φ911:0.45:0.58:458:4816:1916:210.1630.33-1φ911:0.45:0.58:508:5316:2216:250.1630.33-2φ911:0.45:0.58:558:5716:2716:290.1630.33-3φ911:0.45:0.58:589:0016:3016:330.1630.33-4φ911:0.45:0.59:039:0616:3416:370.1630.33-5φ911:0.45:0.59:089:1116:3916:420.1630.33-6φ911:0.45:0.59:139:1516:4316:470.1630.33-7φ911:0.45:0.59:179:1916:4816:520.1630.33-8φ911:0.45:0.59:219:2316:5516:570.1630.33-9φ911:0.45:0.59:259:2716:5917:020.1630.33-10φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧4坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注3-11φ911:0.45:0.59:299:3117:0517:080.1630.34-1φ911:0.45:0.58:339:3517:1017:130.1630.34-2φ911:0.45:0.59:389:4217:1517:170.1630.34-3φ911:0.45:0.59:459:4717:1917:220.1630.34-4φ911:0.45:0.59:499:5217:2517:280.1630.34-5φ911:0.45:0.59:559:5817:3217:350.1630.34-6φ911:0.45:0.510:0210:0517:3817:410.1630.34-7φ911:0.45:0.510:0810:1017:4317:450.1630.34-8φ911:0.45:0.510:1310:1617:4817:510.1630.34-9φ911:0.45:0.510:1810:2217:5317:550.1630.34-10φ911:0.45:0.59:299:3117:0517:080.1630.34-11φ911:0.45:0.58:339:3517:1017:130.1630.34-12φ911:0.45:0.59:389:4217:1517:170.1630.35-1φ911:0.45:0.59:459:4717:1917:220.1630.35-2φ911:0.45:0.59:499:5217:2517:280.1630.35-3φ911:0.45:0.59:559:5817:3217:350.1630.35-4φ911:0.45:0.510:0210:0517:3817:410.1630.35-5φ911:0.45:0.510:0810:1017:4317:450.1630.35-6φ911:0.45:0.510:1310:1617:4817:510.1630.35-7φ911:0.45:0.510:1810:2217:5317:550.1630.35-8φ911:0.45:0.510:2510:2717:5717:590.1630.35-9φ911:0.45:0.510:3010:3318:0118:050.1630.35-10φ911:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8楼内侧4坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注5-11φ911:0.45:0.58:008:0315:2515:280.1630.35-12φ911:0.45:0.58:038:0615:2915:310.1630.36-1φ911:0.45:0.58:068:0915:3215:340.1630.36-2φ911:0.45:0.58:098:1215:3515:370.1630.36-3φ911:0.45:0.58:128:1515:3815:400.1630.36-4φ911:0.45:0.58:158:1815:4215:450.1630.36-5φ911:0.45:0.58:188:2115:4715:500.1630.36-6φ911:0.45:0.58:228:2515:5215:560.1630.36-7φ911:0.45:0.58:268:2915:5816:000.1630.36-8φ911:0.45:0.58:308:3316:0116:040.1630.36-9φ911:0.45:0.58:348:3616:0516:080.1630.36-10φ911:0.45:0.58:388:3916:1016:130.1630.36-11φ911:0.45:0.58:418:4316:1516:180.1630.37-1φ911:0.45:0.58:458:4816:1916:210.1630.37-2φ911:0.45:0.58:508:5316:2216:250.1630.37-3φ911:0.45:0.58:558:5716:2716:290.1630.37-4φ911:0.45:0.58:589:0016:3016:330.1630.37-5φ911:0.45:0.59:039:0616:3416:370.1630.37-6φ911:0.45:0.59:089:1116:3916:420.1630.37-7φ911:0.45:0.59:139:1516:4316:470.1630.37-8φ911:0.45:0.59:179:1916:4816:520.1630.37-9φ911:0.45:0.59:219:2316:5516:570.1630.37-10φ911:0.45:0.59:259:2716:5917:020.1630.38-1φ911:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ91mm钻机型号：xy-30锚孔倾角15°钢筋型号：1Φ25；Φ14连接筋φ6.5网片筋间距为：200×200施工部位：8号楼内侧4坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注8-2φ911:0.45:0.59:299:3117:0517:080.1630.38-3φ911:0.45:0.58:339:3517:1017:130.1630.38-4φ911:0.45:0.59:389:4217:1517:170.1630.38-5φ911:0.45:0.59:459:4717:1917:220.1630.38-6φ911:0.45:0.59:499:5217:2517:280.1630.38-7φ911:0.45:0.59:559:5817:3217:350.1630.38-8φ911:0.45:0.510:0210:0517:3817:410.1630.38-9φ911:0.45:0.510:0810:1017:4317:450.1630.38-10φ911:0.45:0.510:1310:1617:4817:510.1630.39-1φ911:0.45:0.510:1810:2217:5317:550.1630.39-2φ911:0.45:0.59:299:3117:0517:080.1630.39-3φ911:0.45:0.58:339:3517:1017:130.1630.39-4φ911:0.45:0.59:389:4217:1517:170.1630.39-5φ911:0.45:0.59:459:4717:1917:220.1630.39-6φ911:0.45:0.59:499:5217:2517:280.1630.39-7φ911:0.45:0.59:559:5817:3217:350.1630.39-8φ911:0.45:0.510:0210:0517:3817:410.1630.39-9φ911:0.45:0.510:0810:1017:4317:450.1630.39-10φ911:0.45:0.510:1310:1617:4817:510.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ25mm钻机型号：FG-30锚孔倾角15°钢筋型号：1Φ14；Φ14连接筋φ6.5网片筋间距为：300×300施工部位：8楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注1-1φ251:0.45:0.58:008:0315:2515:280.1630.31-2φ251:0.45:0.58:038:0615:2915:310.1630.31-3φ251:0.45:0.58:068:0915:3215:340.1630.31-4φ251:0.45:0.58:098:1215:3515:370.1630.31-5φ251:0.45:0.58:128:1515:3815:400.1630.31-6φ251:0.45:0.58:158:1815:4215:450.1630.31-7φ251:0.45:0.58:188:2115:4715:500.1630.31-8φ251:0.45:0.58:228:2515:5215:560.1630.31-9φ251:0.45:0.58:268:2915:5816:000.1630.31-10φ251:0.45:0.58:308:3316:0116:040.1630.31-11φ251:0.45:0.58:348:3616:0516:080.1630.31-12φ251:0.45:0.58:388:3916:1016:130.1630.31-13φ251:0.45:0.58:418:4316:1516:180.1630.31-14φ251:0.45:0.58:458:4816:1916:210.1630.31-15φ251:0.45:0.58:508:5316:2216:250.1630.31-16φ251:0.45:0.58:558:5716:2716:290.1630.31-17φ251:0.45:0.58:589:0016:3016:330.1630.31-18φ251:0.45:0.59:039:0616:3416:370.1630.31-19φ251:0.45:0.59:089:1116:3916:420.1630.31-20φ251:0.45:0.59:139:1516:4316:470.1630.31-21φ251:0.45:0.59:179:1916:4816:520.1630.31-22φ251:0.45:0.59:219:2316:5516:570.1630.31-23φ251:0.45:0.59:259:2716:5917:020.1630.31-24φ251:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ25mm钻机型号：FG-30锚孔倾角15°钢筋型号：1Φ14；Φ14连接筋φ6.5网片筋间距为：300×300施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注1-25φ251:0.45:0.59:299:3117:0517:080.1630.31-26φ251:0.45:0.58:339:3517:1017:130.1630.31-27φ251:0.45:0.59:389:4217:1517:170.1630.31-28φ251:0.45:0.59:459:4717:1917:220.1630.32-1φ251:0.45:0.59:499:5217:2517:280.1630.32-2φ251:0.45:0.59:559:5817:3217:350.1630.32-3φ251:0.45:0.510:0210:0517:3817:410.1630.32-4φ251:0.45:0.510:0810:1017:4317:450.1630.32-5φ251:0.45:0.510:1310:1617:4817:510.1630.32-6φ251:0.45:0.510:1810:2217:5317:550.1630.32-7φ251:0.45:0.59:299:3117:0517:080.1630.32-8φ251:0.45:0.58:339:3517:1017:130.1630.32-9φ251:0.45:0.59:389:4217:1517:170.1630.32-10φ251:0.45:0.59:459:4717:1917:220.1630.32-11φ251:0.45:0.59:499:5217:2517:280.1630.32-12φ251:0.45:0.59:559:5817:3217:350.1630.32-13φ251:0.45:0.510:0210:0517:3817:410.1630.32-14φ251:0.45:0.510:0810:1017:4317:450.1630.32-15φ251:0.45:0.510:1310:1617:4817:510.1630.32-16φ251:0.45:0.510:1810:2217:5317:550.1630.32-17φ251:0.45:0.510:2510:2717:5717:590.1630.32-18φ251:0.45:0.510:3010:3318:0118:050.1630.32-19φ251:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ25mm钻机型号：FG-30锚孔倾角15°钢筋型号：1Φ14；Φ14连接筋φ6.5网片筋间距为：300×300施工部位：8楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注2-20φ251:0.45:0.58:008:0315:2515:280.1630.32-21φ251:0.45:0.58:038:0615:2915:310.1630.32-22φ251:0.45:0.58:068:0915:3215:340.1630.32-23φ251:0.45:0.58:098:1215:3515:370.1630.32-24φ251:0.45:0.58:128:1515:3815:400.1630.32-25φ251:0.45:0.58:158:1815:4215:450.1630.32-26φ251:0.45:0.58:188:2115:4715:500.1630.33-1φ251:0.45:0.58:228:2515:5215:560.1630.33-2φ251:0.45:0.58:268:2915:5816:000.1630.33-3φ251:0.45:0.58:308:3316:0116:040.1630.33-4φ251:0.45:0.58:348:3616:0516:080.1630.33-5φ251:0.45:0.58:388:3916:1016:130.1630.33-6φ251:0.45:0.58:418:4316:1516:180.1630.33-7φ251:0.45:0.58:458:4816:1916:210.1630.33-8φ251:0.45:0.58:508:5316:2216:250.1630.33-9φ251:0.45:0.58:558:5716:2716:290.1630.33-10φ251:0.45:0.58:589:0016:3016:330.1630.33-11φ251:0.45:0.59:039:0616:3416:370.1630.33-12φ251:0.45:0.59:089:1116:3916:420.1630.33-13φ251:0.45:0.59:139:1516:4316:470.1630.33-14φ251:0.45:0.59:179:1916:4816:520.1630.33-15φ251:0.45:0.59:219:2316:5516:570.1630.33-16φ251:0.45:0.59:259:2716:5917:020.1630.33-17φ251:0.45:0.59:299:3117:0517:080.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施工单位：XX市基础工程有限公司注：锚杆灌浆材料及配合比为水泥：砂：水锚杆注浆施工记录表工程名称：天立·水晶郦苑边坡治理锚喷工程建设单位：XX市兴胜房地产开发有限公司设计单位：XX省XX地质勘察施工公司监理单位：XX江阳工程项目管理监理有限公司设计钻孔直径：φ25mm钻机型号：FG-30锚孔倾角15°钢筋型号：1Φ14；Φ14连接筋φ6.5网片筋间距为：300×300施工部位：8号楼内侧3坡面钻孔编号钻孔直径<mm>材料及配合比初灌开始时间终止时间补灌开始时间补灌终止时间灌浆量〔L压力〔Mpa备注3-18φ251:0.45:0.59:299:3117:0517:080.1630.33-19φ251:0.45:0.58:339:3517:1017:130.1630.33-20φ251:0.45:0.59:389:4217:1517:170.1630.33-21φ251:0.45:0.59:459:4717:1917:220.1630.33-22φ251:0.45:0.59:499:5217:2517:280.1630.33-23φ251:0.45:0.59:559:5817:3217:350.1630.33-24φ251:0.45:0.510:0210:0517:3817:410.1630.34-1φ251:0.45:0.510:0810:1017:4317:450.1630.34-2φ251:0.45:0.510:1310:1617:4817:510.1630.34-3φ251:0.45:0.510:1810:2217:5317:550.1630.34-4φ251:0.45:0.59:299:3117:0517:080.1630.34-5φ251:0.45:0.58:339:3517:1017:130.1630.34-6φ251:0.45:0.59:389:4217:1517:170.1630.34-7φ251:0.45:0.59:459:4717:1917:220.1630.34-8φ251:0.45:0.59:499:5217:2517:280.1630.34-9φ251:0.45:0.59:559:5817:3217:350.1630.34-10φ251:0.45:0.510:0210:0517:3817:410.1630.34-11φ251:0.45:0.510:0810:1017:4317:450.1630.34-12φ251:0.45:0.510:1310:1617:4817:510.1630.34-13φ251:0.45:0.510:1810:2217:5317:550.1630.34-14φ251:0.45:0.510:2510:2717:5717:590.1630.34-15φ251:0.45:0.510:3010:3318:0118:050.1630.34-16φ251:0.45:0.510:3710:4018:0718:100.1630.3质检人员：技术负责：施工负责：监理〔建设单位：记录员：施