錨桿注漿施工記錄表

1、Evaluation Warning: The document was created with Spire.Doc for .NET.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)鉆孔直直徑：1100mm 鉆機(jī)型型號(hào)：xxy-330 錨錨孔傾角角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始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工工單位： 注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治

2、理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：7號(hào)樓樓內(nèi)側(cè)11坡面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注4-1911:0.445:00.59:299:3117:05517:0880.16330.34-2911:0.445:00.58:339:3517:1001

3、7:1330.16330.34-3911:0.445:00.59:389:4217:15517:1770.16330.34-4911:0.445:00.59:459:4717:19917:2220.16330.34-5911:0.445:00.59:499:5217:25517:2880.16330.34-6911:0.445:00.59:559:5817:32217:3550.16330.34-7911:0.445:00.510:02210:05517:38817:4110.16330.34-8911:0.445:00.510:08810:10017:43317:4550.16330.35-

4、1911:0.445:00.510:13310:16617:48817:5110.16330.35-2911:0.445:00.510:18810:22217:53317:5550.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)

5、機(jī)型號(hào)：xy-330 錨錨孔傾角角15鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：7號(hào)樓樓內(nèi)側(cè)22面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注1-1911:0.445:00.58:008:0315:25515:2880.16330.31-2911:0.445:00.58:038:0615:29915:3110.16330.31-3911:0.445:00.58:068:0915:32215:3440.16330.31-4911:0.445:00.58:098:1215:35515:

6、3770.16330.31-5911:0.445:00.58:128:1515:38815:4000.16330.31-6911:0.445:00.58:158:1815:42215:4550.16330.31-7911:0.445:00.58:188:2115:47715:5000.16330.31-8911:0.445:00.58:228:2515:52215:5660.16330.31-9911:0.445:00.58:268:2915:58816:0000.16330.31-10911:0.445:00.58:308:3316:01116:0440.16330.31-11911:0.4

7、45:00.58:348:3616:05516:0880.16330.31-12911:0.445:00.58:388:3916:10016:1330.16330.31-13911:0.445:00.58:418:4316:15516:1880.16330.31-14911:0.445:00.58:458:4816:19916:2110.16330.31-15911:0.445:00.58:508:5316:22216:2550.16330.31-16911:0.445:00.58:558:5716:27716:2990.16330.31-17911:0.445:00.58:589:0016:

8、30016:3330.16330.31-18911:0.445:00.59:039:0616:34416:3770.16330.32-1911:0.445:00.59:089:1116:39916:4220.16330.32-2911:0.445:00.59:139:1516:43316:4770.16330.32-3911:0.445:00.59:179:1916:48816:5220.16330.32-4911:0.445:00.59:219:2316:55516:5770.16330.32-5911:0.445:00.59:259:2716:59917:0220.16330.3質(zhì)檢人員：

9、 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：7號(hào)樓樓內(nèi)側(cè)22面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)

10、間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注2-6911:0.445:00.59:299:3117:05517:0880.16330.32-7911:0.445:00.58:339:3517:10017:1330.16330.32-8911:0.445:00.59:389:4217:15517:1770.16330.32-9911:0.445:00.59:459:4717:19917:2220.16330.32-10911:0.445:00.59:499:5217:25517:2880.16330.32-11911:0.445:00.59:559:5817:32217:3550.16330

11、.32-12911:0.445:00.510:02210:05517:38817:4110.16330.32-13911:0.445:00.510:08810:10017:43317:4550.16330.32-14911:0.445:00.510:13310:16617:48817:5110.16330.32-15911:0.445:00.510:18810:22217:53317:5550.16330.32-16911:0.445:00.59:299:3117:05517:0880.16330.32-17911:0.445:00.58:339:3517:10017:1330.16330.3

12、2-18911:0.445:00.59:389:4217:15517:1770.16330.33-1911:0.445:00.59:459:4717:19917:2220.16330.33-2911:0.445:00.59:499:5217:25517:2880.16330.33-3911:0.445:00.59:559:5817:32217:3550.16330.33-4911:0.445:00.510:02210:05517:38817:4110.16330.33-5911:0.445:00.510:08810:10017:43317:4550.16330.33-6911:0.445:00

13、.510:13310:16617:48817:5110.16330.33-7911:0.445:00.510:18810:22217:53317:5550.16330.33-8911:0.445:00.510:25510:27717:57717:5990.16330.33-9911:0.445:00.510:30010:33318:01118:0550.16330.33-10911:0.445:00.510:37710:40018:07718:1000.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿

14、材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：7號(hào)樓樓內(nèi)側(cè)22面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注3-11911:0.445:00.58:008:0315:25515:

15、2880.16330.33-12911:0.445:00.58:038:0615:29915:3110.16330.33-13911:0.445:00.58:068:0915:32215:3440.16330.33-14911:0.445:00.58:098:1215:35515:3770.16330.33-15911:0.445:00.58:128:1515:38815:4000.16330.34-1911:0.445:00.58:158:1815:42215:4550.16330.34-2911:0.445:00.58:188:2115:47715:5000.16330.34-3911:0

16、.445:00.58:228:2515:52215:5660.16330.34-4911:0.445:00.58:268:2915:58816:0000.16330.34-5911:0.445:00.58:308:3316:01116:0440.16330.34-6911:0.445:00.58:348:3616:05516:0880.16330.34-7911:0.445:00.58:388:3916:10016:1330.16330.34-8911:0.445:00.58:418:4316:15516:1880.16330.35-1911:0.445:00.58:458:4816:1991

17、6:2110.16330.35-2911:0.445:00.58:508:5316:22216:2550.16330.35-3911:0.445:00.58:558:5716:27716:2990.16330.35-4911:0.445:00.58:589:0016:30016:3330.16330.35-5911:0.445:00.59:039:0616:34416:3770.16330.35-6911:0.445:00.59:089:1116:39916:4220.16330.35-7911:0.445:00.59:139:1516:43316:4770.16330.36-1911:0.4

18、45:00.59:179:1916:48816:5220.16330.36-2911:0.445:00.59:219:2316:55516:5770.16330.36-3911:0.445:00.59:259:2716:59917:0220.16330.36-4911:0.445:00.59:299:3117:05517:0880.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝

19、房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8樓內(nèi)內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注1-1911:0.445:00.58:008:0315:25515:2880.16330.31-2911:0.445:00.58:038:0615:29915:3110.16330.31-3911:0

20、.445:00.58:068:0915:32215:3440.16330.31-4911:0.445:00.58:098:1215:35515:3770.16330.31-5911:0.445:00.58:128:1515:38815:4000.16330.31-6911:0.445:00.58:158:1815:42215:4550.16330.31-7911:0.445:00.58:188:2115:47715:5000.16330.31-8911:0.445:00.58:228:2515:52215:5660.16330.31-9911:0.445:00.58:268:2915:5881

21、6:0000.16330.31-10911:0.445:00.58:308:3316:01116:0440.16330.31-11911:0.445:00.58:348:3616:05516:0880.16330.31-12911:0.445:00.58:388:3916:10016:1330.16330.31-13911:0.445:00.58:418:4316:15516:1880.16330.31-14911:0.445:00.58:458:4816:19916:2110.16330.31-15911:0.445:00.58:508:5316:22216:2550.16330.31-16

22、911:0.445:00.58:558:5716:27716:2990.16330.31-17911:0.445:00.58:589:0016:30016:3330.16330.31-18911:0.445:00.59:039:0616:34416:3770.16330.31-19911:0.445:00.59:089:1116:39916:4220.16330.31-20911:0.445:00.59:139:1516:43316:4770.16330.32-1911:0.445:00.59:179:1916:48816:5220.16330.32-2911:0.445:00.59:219:

23、2316:55516:5770.16330.32-3911:0.445:00.59:259:2716:59917:0220.16330.32-4911:0.445:00.59:299:3117:05517:0880.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公

24、司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8號(hào)樓內(nèi)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始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注2-5911:0.445:00.59:299:3117:05517:0880.16330.32-6911:0.445:00.58:339:3517:10017:1330.16330.32-7911:0.445:00.59:389:4217:15517:1770.16330.32-8911:0.445:00.59

25、:459:4717:19917:2220.16330.32-9911:0.445:00.59:499:5217:25517:2880.16330.32-10911:0.445:00.59:559:5817:32217:3550.16330.32-11911:0.445:00.510:02210:05517:38817:4110.16330.32-12911:0.445:00.510:08810:10017:43317:4550.16330.32-13911:0.445:00.510:13310:16617:48817:5110.16330.32-14911:0.445:00.510:18810

26、:22217:53317:5550.16330.32-15911:0.445:00.59:299:3117:05517:0880.16330.32-16911:0.445:00.58:339:3517:10017:1330.16330.32-17911:0.445:00.59:389:4217:15517:1770.16330.32-18911:0.445:00.59:459:4717:19917:2220.16330.32-19911:0.445:00.59:499:5217:25517:2880.16330.32-20911:0.445:00.59:559:5817:32217:3550.

27、16330.32-21911:0.445:00.510:02210:05517:38817:4110.16330.33-1911:0.445:00.510:08810:10017:43317:4550.16330.33-2911:0.445:00.510:13310:16617:48817:5110.16330.33-3911:0.445:00.510:18810:22217:53317:5550.16330.33-4911:0.445:00.510:25510:27717:57717:5990.16330.33-5911:0.445:00.510:30010:33318:01118:0550

28、.16330.33-6911:0.445:00.510:37710:40018:07718:1000.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)

29、片筋筋間距為為：20002000施工部位：8樓內(nèi)內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注3-7911:0.445:00.58:008:0315:25515:2880.16330.33-8911:0.445:00.58:038:0615:29915:3110.16330.33-9911:0.445:00.58:068:0915:32215:3440.16330.33-10911:0.445:00.58:098:1215:35515:3770.16330.33-11911:0.445:00.58:128:1515:38

30、815:4000.16330.33-12911:0.445:00.58:158:1815:42215:4550.16330.33-13911:0.445:00.58:188:2115:47715:5000.16330.33-14911:0.445:00.58:228:2515:52215:5660.16330.33-15911:0.445:00.58:268:2915:58816:0000.16330.33-16911:0.445:00.58:308:3316:01116:0440.16330.33-17911:0.445:00.58:348:3616:05516:0880.16330.33-

31、18911:0.445:00.58:388:3916:10016:1330.16330.33-19911:0.445:00.58:418:4316:15516:1880.16330.33-20911:0.445:00.58:458:4816:19916:2110.16330.33-21911:0.445:00.58:508:5316:22216:2550.16330.33-22911:0.445:00.58:558:5716:27716:2990.16330.34-1911:0.445:00.58:589:0016:30016:3330.16330.34-2911:0.445:00.59:03

32、9:0616:34416:3770.16330.34-3911:0.445:00.59:089:1116:39916:4220.16330.34-4911:0.445:00.59:139:1516:43316:4770.16330.34-5911:0.445:00.59:179:1916:48816:5220.16330.34-6911:0.445:00.59:219:2316:55516:5770.16330.34-7911:0.445:00.59:259:2716:59917:0220.16330.34-8911:0.445:00.59:299:3117:05517:0880.16330.

33、3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8號(hào)樓樓內(nèi)側(cè)33坡面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止

34、時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注4-9911:0.445:00.59:299:3117:05517:0880.16330.34-10911:0.445:00.58:339:3517:10017:1330.16330.34-11911:0.445:00.59:389:4217:15517:1770.16330.34-12911:0.445:00.59:459:4717:19917:2220.16330.34-13911:0.445:00.59:499:5217:25517:2880.16330.34-14911:0.445:00.59:559:5817:32217:

35、3550.16330.34-15911:0.445:00.510:02210:05517:38817:4110.16330.34-16911:0.445:00.510:08810:10017:43317:4550.16330.34-17911:0.445:00.510:13310:16617:48817:5110.16330.34-18911:0.445:00.510:18810:22217:53317:5550.16330.34-19911:0.445:00.59:299:3117:05517:0880.16330.34-20911:0.445:00.58:339:3517:10017:13

36、30.16330.34-21911:0.445:00.59:389:4217:15517:1770.16330.34-22911:0.445:00.59:459:4717:19917:2220.16330.34-23911:0.445:00.59:499:5217:25517:2880.16330.35-1911:0.445:00.59:559:5817:32217:3550.16330.35-2911:0.445:00.510:02210:05517:38817:4110.16330.35-3911:0.445:00.510:08810:10017:43317:4550.16330.35-4

37、911:0.445:00.510:13310:16617:48817:5110.16330.35-5911:0.445:00.510:18810:22217:53317:5550.16330.35-6911:0.445:00.510:25510:27717:57717:5990.16330.35-7911:0.445:00.510:30010:33318:01118:0550.16330.35-8911:0.445:00.510:37710:40018:07718:1000.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有

38、限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8樓內(nèi)內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注5-9911:0.445:00.58:008:0315

39、:25515:2880.16330.35-10911:0.445:00.58:038:0615:29915:3110.16330.35-11911:0.445:00.58:068:0915:32215:3440.16330.35-12911:0.445:00.58:098:1215:35515:3770.16330.35-13911:0.445:00.58:128:1515:38815:4000.16330.35-14911:0.445:00.58:158:1815:42215:4550.16330.35-15911:0.445:00.58:188:2115:47715:5000.16330.

40、35-16911:0.445:00.58:228:2515:52215:5660.16330.35-17911:0.445:00.58:268:2915:58816:0000.16330.35-18911:0.445:00.58:308:3316:01116:0440.16330.35-19911:0.445:00.58:348:3616:05516:0880.16330.35-20911:0.445:00.58:388:3916:10016:1330.16330.35-21911:0.445:00.58:418:4316:15516:1880.16330.35-22911:0.445:00.

41、58:458:4816:19916:2110.16330.35-23911:0.445:00.58:508:5316:22216:2550.16330.35-24911:0.445:00.58:558:5716:27716:2990.16330.36-1911:0.445:00.58:589:0016:30016:3330.16330.36-2911:0.445:00.59:039:0616:34416:3770.16330.36-3911:0.445:00.59:089:1116:39916:4220.16330.36-4911:0.445:00.59:139:1516:43316:4770

42、.16330.36-5911:0.445:00.59:179:1916:48816:5220.16330.36-6911:0.445:00.59:219:2316:55516:5770.16330.36-7911:0.445:00.59:259:2716:59917:0220.16330.36-8911:0.445:00.59:299:3117:05517:0880.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治

43、理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8號(hào)樓樓內(nèi)側(cè)33坡面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注6-9911:0.445:00.59:299:3117:05517:0880.16330.36-10911:0.445:00.58:339:3517:100

44、17:1330.16330.36-11911:0.445:00.59:389:4217:15517:1770.16330.36-12911:0.445:00.59:459:4717:19917:2220.16330.36-13911:0.445:00.59:499:5217:25517:2880.16330.36-14911:0.445:00.59:559:5817:32217:3550.16330.36-15911:0.445:00.510:02210:05517:38817:4110.16330.36-16911:0.445:00.510:08810:10017:43317:4550.16

45、330.36-17911:0.445:00.510:13310:16617:48817:5110.16330.36-18911:0.445:00.510:18810:22217:53317:5550.16330.36-19911:0.445:00.59:299:3117:05517:0880.16330.36-20911:0.445:00.58:339:3517:10017:1330.16330.36-21911:0.445:00.59:389:4217:15517:1770.16330.36-22911:0.445:00.59:459:4717:19917:2220.16330.36-239

46、11:0.445:00.59:499:5217:25517:2880.16330.36-24911:0.445:00.59:559:5817:32217:3550.16330.36-25911:0.445:00.510:02210:05517:38817:4110.16330.37-1911:0.445:00.510:08810:10017:43317:4550.16330.37-2911:0.445:00.510:13310:16617:48817:5110.16330.37-3911:0.445:00.510:18810:22217:53317:5550.16330.37-4911:0.4

47、45:00.510:25510:27717:57717:5990.16330.37-5911:0.445:00.510:30010:33318:01118:0550.16330.37-6911:0.445:00.510:37710:40018:07718:1000.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司

48、監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8樓內(nèi)內(nèi)側(cè)3鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注7-7911:0.445:00.58:008:0315:25515:2880.16330.37-8911:0.445:00.58:038:0615:29915:3110.16330.37-9911:0.445:00.58:068:0915:32215:3440.163

49、30.37-10911:0.445:00.58:098:1215:35515:3770.16330.37-11911:0.445:00.58:128:1515:38815:4000.16330.37-12911:0.445:00.58:158:1815:42215:4550.16330.37-13911:0.445:00.58:188:2115:47715:5000.16330.37-14911:0.445:00.58:228:2515:52215:5660.16330.37-15911:0.445:00.58:268:2915:58816:0000.16330.37-16911:0.445:

50、00.58:308:3316:01116:0440.16330.37-17911:0.445:00.58:348:3616:05516:0880.16330.37-18911:0.445:00.58:388:3916:10016:1330.16330.37-19911:0.445:00.58:418:4316:15516:1880.16330.37-20911:0.445:00.58:458:4816:19916:2110.16330.37-21911:0.445:00.58:508:5316:22216:2550.16330.37-22911:0.445:00.58:558:5716:277

51、16:2990.16330.37-23911:0.445:00.58:589:0016:30016:3330.16330.37-24911:0.445:00.59:039:0616:34416:3770.16330.37-25911:0.445:00.59:089:1116:39916:4220.16330.37-26911:0.445:00.59:139:1516:43316:4770.16330.38-1911:0.445:00.59:179:1916:48816:5220.16330.38-2911:0.445:00.59:219:2316:55516:5770.16330.38-391

52、1:0.445:00.59:259:2716:59917:0220.16330.38-4911:0.445:00.59:299:3117:05517:0880.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨

53、孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：8號(hào)樓樓內(nèi)側(cè)33坡面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注8-5911:0.445:00.59:299:3117:05517:0880.16330.38-6911:0.445:00.58:339:3517:10017:1330.16330.38-7911:0.445:00.59:389:4217:15517:1770.16330.38-8911:0.445:00.59:459:4717:19917:2220.16330.

54、38-9911:0.445:00.59:499:5217:25517:2880.16330.38-10911:0.445:00.59:559:5817:32217:3550.16330.38-11911:0.445:00.510:02210:05517:38817:4110.16330.38-12911:0.445:00.510:08810:10017:43317:4550.16330.38-13911:0.445:00.510:13310:16617:48817:5110.16330.38-14911:0.445:00.510:18810:22217:53317:5550.16330.38-

55、15911:0.445:00.59:299:3117:05517:0880.16330.38-16911:0.445:00.58:339:3517:10017:1330.16330.38-17911:0.445:00.59:389:4217:15517:1770.16330.38-18911:0.445:00.59:459:4717:19917:2220.16330.38-19911:0.445:00.59:499:5217:25517:2880.16330.38-20911:0.445:00.59:559:5817:32217:3550.16330.38-21911:0.445:00.510

56、:02210:05517:38817:4110.16330.38-22911:0.445:00.510:08810:10017:43317:4550.16330.38-23911:0.445:00.510:13310:16617:48817:5110.16330.38-24911:0.445:00.510:18810:22217:53317:5550.16330.38-25911:0.445:00.510:25510:27717:57717:5990.16330.38-26911:0.445:00.510:30010:33318:01118:0550.16330.38-27911:0.445:

57、00.510:37710:40018:07718:1000.16330.3質(zhì)檢人員： 技技術(shù)負(fù)責(zé)責(zé)：施工負(fù)責(zé)： 監(jiān)監(jiān)理（建建設(shè)）單單位：記錄員： 施工單單位：重重慶市基基礎(chǔ)工程程有限公公司注：錨桿灌灌漿材料料及配合合比為水水泥：砂砂：水錨桿注漿施施工記錄錄表工程名稱：天立水晶酈酈苑邊坡坡治理錨錨噴工程程建設(shè)單位：瀘州市市興勝房房地產(chǎn)開開發(fā)有限限公司設(shè)計(jì)單位：四川省省瀘州地地質(zhì)勘察察施工公公司監(jiān)理單位：四川江江陽工程程項(xiàng)目管管理監(jiān)理理有限公公司設(shè)計(jì)鉆孔直直徑：91mmm 鉆機(jī)機(jī)型號(hào)：xy-30 錨孔傾傾角155鋼筋型號(hào)：125； 14連接接筋 6.55網(wǎng)片筋筋間距為為：20002000施工部位：

58、8樓內(nèi)內(nèi)側(cè)3坡坡面鉆孔編號(hào)鉆孔直徑(mm)材料及配合比初灌開始時(shí)間終止時(shí)間補(bǔ)灌開始時(shí)間補(bǔ)灌終止時(shí)間灌漿量（L）壓力（Mppa）備 注9-1911:0.445:00.58:008:0315:25515:2880.16330.39-2911:0.445:00.58:038:0615:29915:3110.16330.39-3911:0.445:00.58:068:0915:32215:3440.16330.39-4911:0.445:00.58:098:1215:35515:3770.16330.39-5911:0.445:00.58:128:1515:38815:4000.16330.39-69

59、11:0.445:00.58:158:1815:42215:4550.16330.39-7911:0.445:00.58:188:2115:47715:5000.16330.39-8911:0.445:00.58:228:2515:52215:5660.16330.39-9911:0.445:00.58:268:2915:58816:0000.16330.39-10911:0.445:00.58:308:3316:01116:0440.16330.39-11911:0.445:00.58:348:3616:05516:0880.16330.39-12911:0.445:00.58:388:39

60、16:10016:1330.16330.39-13911:0.445:00.58:418:4316:15516:1880.16330.39-14911:0.445:00.58:458:4816:19916:2110.16330.39-15911:0.445:00.58:508:5316:22216:2550.16330.39-16911:0.445:00.58:558:5716:27716:2990.16330.39-17911:0.445:00.58:589:0016:30016:3330.16330.39-18911:0.445:00.59:039:0616:34416:3770.1633