1、工程名稱:建設單位:設計單位:監理單位:設計鉆孔直徑：小110mm鉆機型號：xy-30錨孔傾角15鋼筋型號：施工部位：鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注質檢人貝：技術負貝：施工負責：監理(建設)單位：記錄員:施工單位:工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：7號樓內

2、側1坡面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注4-1小911:0.45:0.59:299:3117:0517:080.1630.34-2小911:0.45:0.58:339:3517:1017:130.1630.34-3小911:0.45:0.59:389:4217:1517:170.1630.34-4小911:0.45:0.59:459:4717:1917:220.1630.34-5小911:0.45:0.59:499:5217:2517:280.1630.34-6小911:0.45:0.59:559:5817:3217

3、:350.1630.34-7小911:0.45:0.510:0210:0517:3817:410.1630.34-8小911:0.45:0.510:0810:1017:4317:450.1630.35-1小911:0.45:0.510:1310:1617:4817:510.1630.35-2小911:0.45:0.510:1810:2217:5317:550.1630.3質檢人貝：技術負貝：施工負責：監理(建設)單位：記錄員：施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目

4、管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：7號樓內側2面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注1-1小911:0.45:0.58:008:0315:2515:280.1630.31-2小911:0.45:0.58:038:0615:2915:310.1630.31-3小911:0.45:0.58:068:0915:3215:340.1630.31-4小911:0.45:0.58:098:1215:3515:

5、370.1630.31-5小911:0.45:0.58:128:1515:3815:400.1630.31-6小911:0.45:0.58:158:1815:4215:450.1630.31-7小911:0.45:0.58:188:2115:4715:500.1630.31-8小911:0.45:0.58:228:2515:5215:560.1630.31-9小911:0.45:0.58:268:2915:5816:000.1630.31-10小911:0.45:0.58:308:3316:0116:040.1630.31-11小911:0.45:0.58:348:3616:0516:080.

6、1630.31-12小911:0.45:0.58:388:3916:1016:130.1630.31-13小911:0.45:0.58:418:4316:1516:180.1630.31-14小911:0.45:0.58:458:4816:1916:210.1630.31-15小911:0.45:0.58:508:5316:2216:250.1630.31-16小911:0.45:0.58:558:5716:2716:290.1630.31-17小911:0.45:0.58:589:0016:3016:330.1630.31-184)911:0.45:0.59:039:0616:3416:37

7、0.1630.32-14)911:0.45:0.59:089:1116:3916:420.1630.32-23911:0.45:0.59:139:1516:4316:470.1630.32-3小911:0.45:0.59:179:1916:4816:520.1630.32-46911:0.45:0.59:219:2316:5516:570.1630.32-5小911:0.45:0.59:259:2716:5917:020.1630.3質檢人員：技術叱：施工負責：監理(建設)單位：記錄員:施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司

8、設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：7號樓內側2面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注2-6小911:0.45:0.59:299:3117:0517:080.1630.32-7小911:0.45:0.58:339:3517:1017:130.1630.32-8小911:0.45:0.59:389:4217:1517:170.1630.32

9、-9小911:0.45:0.59:459:4717:1917:220.1630.32-10小911:0.45:0.59:499:5217:2517:280.1630.32-11小911:0.45:0.59:559:5817:3217:350.1630.32-12小911:0.45:0.510:0210:0517:3817:410.1630.32-13小911:0.45:0.510:0810:1017:4317:450.1630.32-14小911:0.45:0.510:1310:1617:4817:510.1630.32-15小911:0.45:0.510:1810:2217:5317:550

10、.1630.32-16小911:0.45:0.59:299:3117:0517:080.1630.32-17小911:0.45:0.58:339:3517:1017:130.1630.32-18小911:0.45:0.59:389:4217:1517:170.1630.33-1小911:0.45:0.59:459:4717:1917:220.1630.33-2小911:0.45:0.59:499:5217:2517:280.1630.33-3小911:0.45:0.59:559:5817:3217:350.1630.33-4小911:0.45:0.510:0210:0517:3817:410.

11、1630.33-54)911:0.45:0.510:0810:1017:4317:450.1630.33-64)911:0.45:0.510:1310:1617:4817:510.1630.33-73911:0.45:0.510:1810:2217:5317:550.1630.33-8小911:0.45:0.510:2510:2717:5717:590.1630.33-96911:0.45:0.510:3010:3318:0118:050.1630.33-10小911:0.45:0.510:3710:4018:0718:100.1630.3質檢人員：技術叱：施工負責：監理(建設)單位：記錄員:

12、施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：7號樓內側2面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間3-11小911:0.45:0.58:008:033-12小911:0.45:0.58:038:063-13小911:0.45:0.58:068:093-14小911:0.45:0.58:098:12

13、3-15小911:0.45:0.58:128:154-1小911:0.45:0.58:158:184-2小911:0.45:0.58:188:214-3小911:0.45:0.58:228:254-4小911:0.45:0.58:268:294-5小911:0.45:0.58:308:334-6小911:0.45:0.58:348:364-7小911:0.45:0.58:388:394-8小911:0.45:0.58:418:435-1小911:0.45:0.58:458:485-2小911:0.45:0.58:508:535-3小911:0.45:0.58:558:575-4小911:0.4

14、5:0.58:589:005-56911:0.45:0.59:039:065-64)911:0.45:0.59:089:115-73911:0.45:0.59:139:156-1小911:0.45:0.59:179:196-26911:0.45:0.59:219:236-3小911:0.45:0.59:259:276-4小911:0.45:0.59:299:31質檢人員：技施工負責：監補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注15:2515:280.1630.315:2915:310.1630.315:3215:340.1630.315:3515:370.1630.315:3815

15、:400.1630.315:4215:450.1630.315:4715:500.1630.315:5215:560.1630.315:5816:000.1630.316:0116:040.1630.316:0516:080.1630.316:1016:130.1630.316:1516:180.1630.316:1916:210.1630.316:2216:250.1630.316:2716:290.1630.316:3016:330.1630.316:3416:370.1630.316:3916:420.1630.316:4316:470.1630.316:4816:520.1630.31

16、6:5516:570.1630.316:5917:020.1630.317:0517:080.1630.3冰負責：汪I(建設)單位：記錄員：施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：8樓內側3鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間1-1小911:0.45:0.58:008:031-2小911:

17、0.45:0.58:038:061-3小911:0.45:0.58:068:091-4小911:0.45:0.58:098:121-5小911:0.45:0.58:128:151-6小911:0.45:0.58:158:181-7小911:0.45:0.58:188:211-8小911:0.45:0.58:228:251-9小911:0.45:0.58:268:291-10小911:0.45:0.58:308:331-11小911:0.45:0.58:348:361-12小911:0.45:0.58:388:391-13小911:0.45:0.58:418:431-14小911:0.45:0.

18、58:458:481-15小911:0.45:0.58:508:531-16小911:0.45:0.58:558:571-17小911:0.45:0.58:589:001-186911:0.45:0.59:039:061-194)911:0.45:0.59:089:111-203911:0.45:0.59:139:152-1小911:0.45:0.59:179:192-26911:0.45:0.59:219:232-3小911:0.45:0.59:259:272-4小911:0.45:0.59:299:31質檢人員：技施工負責：監補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注15:25

19、15:280.1630.315:2915:310.1630.315:3215:340.1630.315:3515:370.1630.315:3815:400.1630.315:4215:450.1630.315:4715:500.1630.315:5215:560.1630.315:5816:000.1630.316:0116:040.1630.316:0516:080.1630.316:1016:130.1630.316:1516:180.1630.316:1916:210.1630.316:2216:250.1630.316:2716:290.1630.316:3016:330.1630.

20、316:3416:370.1630.316:3916:420.1630.316:4316:470.1630.316:4816:520.1630.316:5516:570.1630.316:5917:020.1630.317:0517:080.1630.3冰負責：汪I(建設)單位：記錄員：施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200

21、X200施工部位：8號樓內側3坡面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注2-5小911:0.45:0.59:299:3117:0517:080.1630.32-6小911:0.45:0.58:339:3517:1017:130.1630.32-7小911:0.45:0.59:389:4217:1517:170.1630.32-8小911:0.45:0.59:459:4717:1917:220.1630.32-9小911:0.45:0.59:499:5217:2517:280.1630.32-10小911:0.45:0.59

22、:559:5817:3217:350.1630.32-11小911:0.45:0.510:0210:0517:3817:410.1630.32-12小911:0.45:0.510:0810:1017:4317:450.1630.32-13小911:0.45:0.510:1310:1617:4817:510.1630.32-14小911:0.45:0.510:1810:2217:5317:550.1630.32-15小911:0.45:0.59:299:3117:0517:080.1630.32-16小911:0.45:0.58:339:3517:1017:130.1630.32-17小911:

23、0.45:0.59:389:4217:1517:170.1630.32-18小911:0.45:0.59:459:4717:1917:220.1630.32-19小911:0.45:0.59:499:5217:2517:280.1630.32-20小911:0.45:0.59:559:5817:3217:350.1630.32-21小911:0.45:0.510:0210:0517:3817:410.1630.33-14)911:0.45:0.510:0810:1017:4317:450.1630.33-24)911:0.45:0.510:1310:1617:4817:510.1630.33-

24、33911:0.45:0.510:1810:2217:5317:550.1630.33-4小911:0.45:0.510:2510:2717:5717:590.1630.33-56911:0.45:0.510:3010:3318:0118:050.1630.33-6小911:0.45:0.510:3710:4018:0718:100.1630.3質檢人員：技術叱：施工負責：監理(建設)單位：記錄員:施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑

25、：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：8樓內側3鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間3-7小911:0.45:0.58:008:033-8小911:0.45:0.58:038:063-9小911:0.45:0.58:068:093-10小911:0.45:0.58:098:123-11小911:0.45:0.58:128:153-12小911:0.45:0.58:158:183-13小911:0.45:0.58:188:213-14小911:0.45:0.58:228:253-15

26、小911:0.45:0.58:268:293-16小911:0.45:0.58:308:333-17小911:0.45:0.58:348:363-18小911:0.45:0.58:388:393-19小911:0.45:0.58:418:433-20小911:0.45:0.58:458:483-21小911:0.45:0.58:508:533-22小911:0.45:0.58:558:574-1小911:0.45:0.58:589:004-26911:0.45:0.59:039:064-34)911:0.45:0.59:089:114-43911:0.45:0.59:139:154-5小911

27、:0.45:0.59:179:194-66911:0.45:0.59:219:234-7小911:0.45:0.59:259:274-8小911:0.45:0.59:299:31質檢人員：技施工負責：監補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注15:2515:280.1630.315:2915:310.1630.315:3215:340.1630.315:3515:370.1630.315:3815:400.1630.315:4215:450.1630.315:4715:500.1630.315:5215:560.1630.315:5816:000.1630.316:0116:04

28、0.1630.316:0516:080.1630.316:1016:130.1630.316:1516:180.1630.316:1916:210.1630.316:2216:250.1630.316:2716:290.1630.316:3016:330.1630.316:3416:370.1630.316:3916:420.1630.316:4316:470.1630.316:4816:520.1630.316:5516:570.1630.316:5917:020.1630.317:0517:080.1630.3冰負責：汪I(建設)單位：記錄員：施工單位：重慶市基礎工程有限公司工程名稱：天立

29、水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：8號樓內側3坡面鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注4-9小911:0.45:0.59:299:3117:0517:080.1630.34-10小911:0.45:0.58:339:3517:1017:130.1630.34-11小911:0

30、.45:0.59:389:4217:1517:170.1630.34-12小911:0.45:0.59:459:4717:1917:220.1630.34-13小911:0.45:0.59:499:5217:2517:280.1630.34-14小911:0.45:0.59:559:5817:3217:350.1630.34-15小911:0.45:0.510:0210:0517:3817:410.1630.34-16小911:0.45:0.510:0810:1017:4317:450.1630.34-17小911:0.45:0.510:1310:1617:4817:510.1630.34-1

31、8小911:0.45:0.510:1810:2217:5317:550.1630.34-19小911:0.45:0.59:299:3117:0517:080.1630.34-20小911:0.45:0.58:339:3517:1017:130.1630.34-21小911:0.45:0.59:389:4217:1517:170.1630.34-22小911:0.45:0.59:459:4717:1917:220.1630.34-23小911:0.45:0.59:499:5217:2517:280.1630.35-1小911:0.45:0.59:559:5817:3217:350.1630.35

32、-2小911:0.45:0.510:0210:0517:3817:410.1630.35-34)911:0.45:0.510:0810:1017:4317:450.1630.35-44)911:0.45:0.510:1310:1617:4817:510.1630.35-53911:0.45:0.510:1810:2217:5317:550.1630.35-6小911:0.45:0.510:2510:2717:5717:590.1630.35-76911:0.45:0.510:3010:3318:0118:050.1630.35-8小911:0.45:0.510:3710:4018:0718:1

33、00.1630.3質檢人員：技術叱：施工負責：監理(建設)單位：記錄員:施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：8樓內側3鉆孔編P鉆孔直徑(mm)材料及配合比初灌開始時間終止時間5-9小911:0.45:0.58:008:035-10小911:0.45:0.58:038:065-11小911:0.45:0.5

34、8:068:095-12小911:0.45:0.58:098:125-13小911:0.45:0.58:128:155-14小911:0.45:0.58:158:185-15小911:0.45:0.58:188:215-16小911:0.45:0.58:228:255-17小911:0.45:0.58:268:295-18小911:0.45:0.58:308:335-19小911:0.45:0.58:348:365-20小911:0.45:0.58:388:395-21小911:0.45:0.58:418:435-22小911:0.45:0.58:458:485-23小911:0.45:0.5

35、8:508:535-24小911:0.45:0.58:558:576-1小911:0.45:0.58:589:006-26911:0.45:0.59:039:066-34)911:0.45:0.59:089:116-43911:0.45:0.59:139:156-5小911:0.45:0.59:179:196-66911:0.45:0.59:219:236-7小911:0.45:0.59:259:276-8小911:0.45:0.59:299:31質檢人員：技施工負責：監補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注15:2515:280.1630.315:2915:310.1630.

36、315:3215:340.1630.315:3515:370.1630.315:3815:400.1630.315:4215:450.1630.315:4715:500.1630.315:5215:560.1630.315:5816:000.1630.316:0116:040.1630.316:0516:080.1630.316:1016:130.1630.316:1516:180.1630.316:1916:210.1630.316:2216:250.1630.316:2716:290.1630.316:3016:330.1630.316:3416:370.1630.316:3916:420

37、.1630.316:4316:470.1630.316:4816:520.1630.316:5516:570.1630.316:5917:020.1630.317:0517:080.1630.3冰負責：汪I(建設)單位：記錄員：施工單位：重慶市基礎工程有限公司工程名稱：天立水晶酈苑邊坡治理錨噴工程建設單位：瀘州市興勝房地產開發有限公司設計單位：四川省瀘州地質勘察施工公司監理單位：四川江陽工程項目管理監理有限公司設計鉆孔直徑：491mm鉆機型號：xy-30錨孔彳K角15°鋼筋型號：125;14連接筋小6.5網片筋間距為：200X200施工部位：8號樓內側3坡面鉆孔編P鉆孔直徑(mm)材

38、料及配合比初灌開始時間終止時間補灌開始時間補灌終止時間灌漿量(L)壓力(Mpa)備注6-9小911:0.45:0.59:299:3117:0517:080.1630.36-10小911:0.45:0.58:339:3517:1017:130.1630.36-11小911:0.45:0.59:389:4217:1517:170.1630.36-12小911:0.45:0.59:459:4717:1917:220.1630.36-13小911:0.45:0.59:499:5217:2517:280.1630.36-14小911:0.45:0.59:559:5817:3217:350.1630.36

39、-15小911:0.45:0.510:0210:0517:3817:410.1630.36-16小911:0.45:0.510:0810:1017:4317:450.1630.36-17小911:0.45:0.510:1310:1617:4817:510.1630.36-18小911:0.45:0.510:1810:2217:5317:550.1630.36-19小911:0.45:0.59:299:3117:0517:080.1630.36-20小911:0.45:0.58:339:3517:1017:130.1630.36-21小911:0.45:0.59:389:4217:1517:170.1630.36-22小911:0.45:0.59:459:4717:1917:220.1630.36-23小911:0.45:0.59:499:5217:2517:280.1630.36-24小911:0.45:0.59:559:5817:3217:350.1630.36-25小911:0.45:0.510:0210:0517:3817:410.1630.37-14)911:0.45:0.510:0810:1017:4317