錨桿注漿施工記錄表

1、工程名稱(chēng) 建設(shè)單位 設(shè)計(jì)單位 監(jiān)理單位設(shè)計(jì)鉆孔直徑：© 110mm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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5

2、網(wǎng)片筋間距為：200X 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4-1© 911:0.45:0.59:299:3117:0517:080.1630.34-2© 911:0.45:0.58:339:3517:1017:130.1630.34-3© 911:0.45:0.59:389:4217:1517:170.1630.34-4© 911:0.45:0.59:459:4717:1917:220.1630.34-5© 911:0.

3、45:0.59:499:5217:2517:280.1630.34-6© 911:0.45:0.59:559:5817:3217:350.1630.34-7© 911:0.45:0.510:0210:0517:3817:410.1630.34-8© 911:0.45:0.510:0810:1017:4317:450.1630.35-1© 911:0.45:0.510:1310:1617:4817:510.1630.35-2© 911:0.45:0.510:1810:2217:5317:550.1630.3質(zhì)檢人員：技術(shù)負(fù)責(zé)：施工負(fù)責(zé)：監(jiān)理(建設(shè)

4、)單位：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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1-1© 911:0.45:0.58:008:0315:2515:280.1630.31-2©

5、; 911:0.45:0.58:038:0615:2915:310.1630.31-3© 911:0.45:0.58:068:0915:3215:340.1630.31-4© 911:0.45:0.58:098:1215:3515:370.1630.31-5© 911:0.45:0.58:128:1515:3815:400.1630.31-6© 911:0.45:0.58:158:1815:4215:450.1630.31-7© 911:0.45:0.58:188:2115:4715:500.1630.31-8© 911:0.45:0

6、.58:228:2515:5215:560.1630.31-9© 911:0.45:0.58:268:2915:5816:000.1630.31-10© 911:0.45:0.58:308:3316:0116:040.1630.31-11© 911:0.45:0.58:348:3616:0516:080.1630.31-12© 911:0.45:0.58:388:3916:1016:130.1630.31-13© 911:0.45:0.58:418:4316:1516:180.1630.31-14© 911:0.45:0.58:458

7、:4816:1916:210.1630.31-15© 911:0.45:0.58:508:5316:2216:250.1630.31-16© 911:0.45:0.58:558:5716:2716:290.1630.31-17© 911:0.45:0.58:589:0016:3016:330.1630.31-18© 911:0.45:0.59:039:0616:3416:370.1630.32-1© 911:0.45:0.59:089:1116:3916:420.1630.32-2© 911:0.45:0.59:139:1516:43

8、16:470.1630.32-3© 911:0.45:0.59:179:1916:4816:520.1630.32-4© 911:0.45:0.59:219:2316:5516:570.1630.32-5© 911:0.45:0.59:259:2716:5917:020.1630.3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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15&#

9、176; 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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2-6© 911:0.45:0.59:299:3117:0517:080.1630.32-7© 911:0.45:0.58:339:3517:1017:130.1630.32-8© 911:0.45:0.59:389:4217:1517:170.1630.32-9© 911:0.45:0.59:459:4717:19

10、17:220.1630.32-10© 911:0.45:0.59:499:5217:2517:280.1630.32-11© 911:0.45:0.59:559:5817:3217:350.1630.32-12© 911:0.45:0.510:0210:0517:3817:410.1630.32-13© 911:0.45:0.510:0810:1017:4317:450.1630.32-14© 911:0.45:0.510:1310:1617:4817:510.1630.32-15© 911:0.45:0.510:1810:2217:

11、5317:550.1630.32-16© 911:0.45:0.59:299:3117:0517:080.1630.32-17© 911:0.45:0.58:339:3517:1017:130.1630.32-18© 911:0.45:0.59:389:4217:1517:170.1630.33-1© 911:0.45:0.59:459:4717:1917:220.1630.33-2© 911:0.45:0.59:499:5217:2517:280.1630.33-3© 911:0.45:0.59:559:5817:3217:350.

12、1630.33-4© 911:0.45:0.510:0210:0517:3817:410.1630.33-5© 911:0.45:0.510:0810:1017:4317:450.1630.33-6© 911:0.45:0.510:1310:1617:4817:510.1630.33-7© 911:0.45:0.510:1810:2217:5317:550.1630.33-8© 911:0.45:0.510:2510:2717:5717:590.1630.33-9© 911:0.45:0.510:3010:3318:0118:050.

13、1630.33-10© 911:0.45:0.510:3710:4018:0718:100.1630.3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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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

14、終止 時(shí)間灌漿 量(L)壓力(Mpa)備注3-11© 911:0.45:0.58:008:0315:2515:280.1630.33-12© 911:0.45:0.58:038:0615:2915:310.1630.33-13© 911:0.45:0.58:068:0915:3215:340.1630.33-14© 911:0.45:0.58:098:1215:3515:370.1630.33-15© 911:0.45:0.58:128:1515:3815:400.1630.34-1© 911:0.45:0.58:158:1815:4

15、215:450.1630.34-2© 911:0.45:0.58:188:2115:4715:500.1630.34-3© 911:0.45:0.58:228:2515:5215:560.1630.34-4© 911:0.45:0.58:268:2915:5816:000.1630.34-5© 911:0.45:0.58:308:3316:0116:040.1630.34-6© 911:0.45:0.58:348:3616:0516:080.1630.34-7© 911:0.45:0.58:388:3916:1016:130.1630

16、.34-8© 911:0.45:0.58:418:4316:1516:180.1630.35-1© 911:0.45:0.58:458:4816:1916:210.1630.35-2© 911:0.45:0.58:508:5316:2216:250.1630.35-3© 911:0.45:0.58:558:5716:2716:290.1630.35-4© 911:0.45:0.58:589:0016:3016:330.1630.35-5© 911:0.45:0.59:039:0616:3416:370.1630.35-6©

17、911:0.45:0.59:089:1116:3916:420.1630.35-7© 911:0.45:0.59:139:1516:4316:470.1630.36-1© 911:0.45:0.59:179:1916:4816:520.1630.36-2© 911:0.45:0.59:219:2316:5516:570.1630.36-3© 911:0.45:0.59:259:2716:5917:020.1630.36-4© 911:0.45:0.59:299:3117:0517:080.1630.3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

18、位：設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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1-1© 911:0.45:0.58:008:0315:2515:280.1630.31-2© 911:0.45:0.58:038:0615:2915:310.1630.31-3© 911:0.45:0.58:068:0915:3215:340.163

19、0.31-4© 911:0.45:0.58:098:1215:3515:370.1630.31-5© 911:0.45:0.58:128:1515:3815:400.1630.31-6© 911:0.45:0.58:158:1815:4215:450.1630.31-7© 911:0.45:0.58:188:2115:4715:500.1630.31-8© 911:0.45:0.58:228:2515:5215:560.1630.31-9© 911:0.45:0.58:268:2915:5816:000.1630.31-10©

20、; 911:0.45:0.58:308:3316:0116:040.1630.31-11© 911:0.45:0.58:348:3616:0516:080.1630.31-12© 911:0.45:0.58:388:3916:1016:130.1630.31-13© 911:0.45:0.58:418:4316:1516:180.1630.31-14© 911:0.45:0.58:458:4816:1916:210.1630.31-15© 911:0.45:0.58:508:5316:2216:250.1630.31-16© 911:

21、0.45:0.58:558:5716:2716:290.1630.31-17© 911:0.45:0.58:589:0016:3016:330.1630.31-18© 911:0.45:0.59:039:0616:3416:370.1630.31-19© 911:0.45:0.59:089:1116:3916:420.1630.31-20© 911:0.45:0.59:139:1516:4316:470.1630.32-1© 911:0.45:0.59:179:1916:4816:520.1630.32-2© 911:0.45:0.5

22、9:219:2316:5516:570.1630.32-3© 911:0.45:0.59:259:2716:5917:020.1630.32-4© 911:0.45:0.59:299:3117:0517:080.1630.3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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距

23、為：200X 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2-5© 911:0.45:0.59:299:3117:0517:080.1630.32-6© 911:0.45:0.58:339:3517:1017:130.1630.32-7© 911:0.45:0.59:389:4217:1517:170.1630.32-8© 911:0.45:0.59:459:4717:1917:220.1630.32-9© 911:0.45:0.

24、59:499:5217:2517:280.1630.32-10© 911:0.45:0.59:559:5817:3217:350.1630.32-11© 911:0.45:0.510:0210:0517:3817:410.1630.32-12© 911:0.45:0.510:0810:1017:4317:450.1630.32-13© 911:0.45:0.510:1310:1617:4817:510.1630.32-14© 911:0.45:0.510:1810:2217:5317:550.1630.32-15© 911:0.45:

25、0.59:299:3117:0517:080.1630.32-16© 911:0.45:0.58:339:3517:1017:130.1630.32-17© 911:0.45:0.59:389:4217:1517:170.1630.32-18© 911:0.45:0.59:459:4717:1917:220.1630.32-19© 911:0.45:0.59:499:5217:2517:280.1630.32-20© 911:0.45:0.59:559:5817:3217:350.1630.32-21© 911:0.45:0.510:

26、0210:0517:3817:410.1630.33-1© 911:0.45:0.510:0810:1017:4317:450.1630.33-2© 911:0.45:0.510:1310:1617:4817:510.1630.33-3© 911:0.45:0.510:1810:2217:5317:550.1630.33-4© 911:0.45:0.510:2510:2717:5717:590.1630.33-5© 911:0.45:0.510:3010:3318:0118:050.1630.33-6© 911:0.45:0.510:

27、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：設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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3-7© 911:0.45:0.58:008:0315:2515:280.1630.33-8© 911:0.45:0.58:038:0615:2915:310.1630

28、.33-9© 911:0.45:0.58:068:0915:3215:340.1630.33-10© 911:0.45:0.58:098:1215:3515:370.1630.33-11© 911:0.45:0.58:128:1515:3815:400.1630.33-12© 911:0.45:0.58:158:1815:4215:450.1630.33-13© 911:0.45:0.58:188:2115:4715:500.1630.33-14© 911:0.45:0.58:228:2515:5215:560.1630.33-15&

29、#169; 911:0.45:0.58:268:2915:5816:000.1630.33-16© 911:0.45:0.58:308:3316:0116:040.1630.33-17© 911:0.45:0.58:348:3616:0516:080.1630.33-18© 911:0.45:0.58:388:3916:1016:130.1630.33-19© 911:0.45:0.58:418:4316:1516:180.1630.33-20© 911:0.45:0.58:458:4816:1916:210.1630.33-21©

30、911:0.45:0.58:508:5316:2216:250.1630.33-22© 911:0.45:0.58:558:5716:2716:290.1630.34-1© 911:0.45:0.58:589:0016:3016:330.1630.34-2© 911:0.45:0.59:039:0616:3416:370.1630.34-3© 911:0.45:0.59:089:1116:3916:420.1630.34-4© 911:0.45:0.59:139:1516:4316:470.1630.34-5© 911:0.45:0.

31、59:179:1916:4816:520.1630.34-6© 911:0.45:0.59:219:2316:5516:570.1630.34-7© 911:0.45:0.59:259:2716:5917:020.1630.34-8© 911:0.45:0.59:299:3117:0517:080.1630.3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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：

32、xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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4-9© 911:0.45:0.59:299:3117:0517:080.1630.34-10© 911:0.45:0.58:339:3517:1017:130.1630.34-11© 911:0.45:0.59:389:4217:1517:170.1630.34-12© 911:0.4

33、5:0.59:459:4717:1917:220.1630.34-13© 911:0.45:0.59:499:5217:2517:280.1630.34-14© 911:0.45:0.59:559:5817:3217:350.1630.34-15© 911:0.45:0.510:0210:0517:3817:410.1630.34-16© 911:0.45:0.510:0810:1017:4317:450.1630.34-17© 911:0.45:0.510:1310:1617:4817:510.1630.34-18© 911:0.4

34、5:0.510:1810:2217:5317:550.1630.34-19© 911:0.45:0.59:299:3117:0517:080.1630.34-20© 911:0.45:0.58:339:3517:1017:130.1630.34-21© 911:0.45:0.59:389:4217:1517:170.1630.34-22© 911:0.45:0.59:459:4717:1917:220.1630.34-23© 911:0.45:0.59:499:5217:2517:280.1630.35-1© 911:0.45:0.5

35、9:559:5817:3217:350.1630.35-2© 911:0.45:0.510:0210:0517:3817:410.1630.35-3© 911:0.45:0.510:0810:1017:4317:450.1630.35-4© 911:0.45:0.510:1310:1617:4817:510.1630.35-5© 911:0.45:0.510:1810:2217:5317:550.1630.35-6© 911:0.45:0.510:2510:2717:5717:590.1630.35-7© 911:0.45:0.510

36、:3010:3318:0118:050.1630.35-8© 911:0.45:0.510:3710:4018:0718:100.1630.3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：設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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5-9© 911:0.45:0.58:008:0315:2515:280.1

37、630.35-10© 911:0.45:0.58:038:0615:2915:310.1630.35-11© 911:0.45:0.58:068:0915:3215:340.1630.35-12© 911:0.45:0.58:098:1215:3515:370.1630.35-13© 911:0.45:0.58:128:1515:3815:400.1630.35-14© 911:0.45:0.58:158:1815:4215:450.1630.35-15© 911:0.45:0.58:188:2115:4715:500.1630.35

38、-16© 911:0.45:0.58:228:2515:5215:560.1630.35-17© 911:0.45:0.58:268:2915:5816:000.1630.35-18© 911:0.45:0.58:308:3316:0116:040.1630.35-19© 911:0.45:0.58:348:3616:0516:080.1630.35-20© 911:0.45:0.58:388:3916:1016:130.1630.35-21© 911:0.45:0.58:418:4316:1516:180.1630.35-22

39、69; 911:0.45:0.58:458:4816:1916:210.1630.35-23© 911:0.45:0.58:508:5316:2216:250.1630.35-24© 911:0.45:0.58:558:5716:2716:290.1630.36-1© 911:0.45:0.58:589:0016:3016:330.1630.36-2© 911:0.45:0.59:039:0616:3416:370.1630.36-3© 911:0.45:0.59:089:1116:3916:420.1630.36-4© 911:0.

40、45:0.59:139:1516:4316:470.1630.36-5© 911:0.45:0.59:179:1916:4816:520.1630.36-6© 911:0.45:0.59:219:2316:5516:570.1630.36-7© 911:0.45:0.59:259:2716:5917:020.1630.36-8© 911:0.45:0.59:299:3117:0517:080.1630.3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：工程名稱(chēng)：天立水晶酈苑邊坡治理錨噴工程 建設(shè)單位：瀘州市興勝房地產(chǎn)開(kāi)發(fā)有限公司 設(shè)計(jì)單位：四川省瀘州地質(zhì)

41、勘察施工公司 監(jiān)理單位：四川江陽(yáng)工程項(xiàng)目管理監(jiān)理有限公司 設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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6-9© 911:0.45:0.59:299:3117:0517:080.1630.36-10© 911:0.45:0.58:339:3517:1017:130.1630.36-11© 911

42、:0.45:0.59:389:4217:1517:170.1630.36-12© 911:0.45:0.59:459:4717:1917:220.1630.36-13© 911:0.45:0.59:499:5217:2517:280.1630.36-14© 911:0.45:0.59:559:5817:3217:350.1630.36-15© 911:0.45:0.510:0210:0517:3817:410.1630.36-16© 911:0.45:0.510:0810:1017:4317:450.1630.36-17© 911:0

43、.45:0.510:1310:1617:4817:510.1630.36-18© 911:0.45:0.510:1810:2217:5317:550.1630.36-19© 911:0.45:0.59:299:3117:0517:080.1630.36-20© 911:0.45:0.58:339:3517:1017:130.1630.36-21© 911:0.45:0.59:389:4217:1517:170.1630.36-22© 911:0.45:0.59:459:4717:1917:220.1630.36-23© 911:0.4

44、5:0.59:499:5217:2517:280.1630.36-24© 911:0.45:0.59:559:5817:3217:350.1630.36-25© 911:0.45:0.510:0210:0517:3817:410.1630.37-1© 911:0.45:0.510:0810:1017:4317:450.1630.37-2© 911:0.45:0.510:1310:1617:4817:510.1630.37-3© 911:0.45:0.510:1810:2217:5317:550.1630.37-4© 911:0.45:0.510:2510:2717:5717:590.1630.37-5© 911:0.45:0.510:3010:3318:0118:050.1630.37-6© 911:0.45:0.510:3710:4018:0718:100.1630.3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：設(shè)計(jì)鉆孔直徑：© 91mm 鉆機(jī)型號(hào)：xy-30 錨孔傾角15° 鋼筋型號(hào)：125;14連接筋 © 6.5網(wǎng)片筋間距為：200X 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)