..錨桿注漿施工記錄表工程名稱：建設(shè)單位：設(shè)計(jì)單位：監(jiān)理單位：設(shè)計(jì)鉆孔直徑：φ110mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：施工部位：鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：7號(hào)樓內(nèi)側(cè)1坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：7號(hào)樓內(nèi)側(cè)2面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：7號(hào)樓內(nèi)側(cè)2面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：7號(hào)樓內(nèi)側(cè)2面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)4坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)4坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8樓內(nèi)側(cè)4坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ91mm鉆機(jī)型號(hào)：xy-30錨孔傾角15°鋼筋型號(hào)：1Φ25；Φ14連接筋φ6.5網(wǎng)片筋間距為：200×200施工部位：8號(hào)樓內(nèi)側(cè)4坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ25mm鉆機(jī)型號(hào)：FG-30錨孔傾角15°鋼筋型號(hào)：1Φ14；Φ14連接筋φ6.5網(wǎng)片筋間距為：300×300施工部位：8樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ25mm鉆機(jī)型號(hào)：FG-30錨孔傾角15°鋼筋型號(hào)：1Φ14；Φ14連接筋φ6.5網(wǎng)片筋間距為：300×300施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ25mm鉆機(jī)型號(hào)：FG-30錨孔傾角15°鋼筋型號(hào)：1Φ14；Φ14連接筋φ6.5網(wǎng)片筋間距為：300×300施工部位：8樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施工單位：XX市基礎(chǔ)工程有限公司注：錨桿灌漿材料及配合比為水泥：砂：水錨桿注漿施工記錄表工程名稱：天立·水晶酈苑邊坡治理錨噴工程建設(shè)單位：XX市興勝房地產(chǎn)開(kāi)發(fā)有限公司設(shè)計(jì)單位：XX省XX地質(zhì)勘察施工公司監(jiān)理單位：XX江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司設(shè)計(jì)鉆孔直徑：φ25mm鉆機(jī)型號(hào)：FG-30錨孔傾角15°鋼筋型號(hào)：1Φ14；Φ14連接筋φ6.5網(wǎng)片筋間距為：300×300施工部位：8號(hào)樓內(nèi)側(cè)3坡面鉆孔編號(hào)鉆孔直徑<mm>材料及配合比初灌開(kāi)始時(shí)間終止時(shí)間補(bǔ)灌開(kāi)始時(shí)間補(bǔ)灌終止時(shí)間灌漿量〔L壓力〔Mpa備注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質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理〔建設(shè)單位：記錄員：施