錨桿注漿施工記錄表(共8頁)

1、精選優(yōu)質(zhì)文檔-傾情為你奉上錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期11800.58:008:030.614:2514:280.350.352012-7-1721800.58:038:060.614:2914:310.350.352012-7-1731800.58:068:090.614:3214:340.350.352012-7-1741800.58:098:120.614:3514:370.350.352012-7-17518

2、00.58:128:150.614:3814:400.350.352012-7-1761800.58:158:180.614:4214:450.350.352012-7-1771800.58:188:210.614:4714:500.350.352012-7-1781800.58:228:250.614:5214:560.350.352012-7-1791800.58:268:290.614:5815:000.350.352012-7-17101800.58:308:330.615:0115:040.350.352012-7-17111800.58:348:360.615:0515:080.3

3、50.352012-7-17121800.58:388:390.615:1015:130.350.352012-7-17131800.58:418:430.615:1515:180.350.352012-7-17141800.58:458:480.615:1915:210.350.352012-7-17151800.58:508:530.615:2215:250.350.352012-7-17161800.58:558:570.615:2715:290.350.352012-7-17171800.58:589:000.615:3015:330.350.352012-7-17181800.59:

4、039:060.615:3415:370.350.352012-7-17191800.59:089:110.615:3915:420.350.352012-7-17201800.59:139:150.615:4315:470.350.352012-7-17211800.59:179:190.615:4815:520.350.352012-7-17221800.59:219:230.615:5515:570.350.352012-7-17231800.59:259:270.615:5916:020.350.352012-7-17備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連

5、接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期241800.59:289:310.616:0316:050.350.352012-7-17251800.59: 328:350.616:0616:080.350.352012-7-17261800.59:369:390.616:0916:110.350.352012-7-17271800.

6、59:409:420.616:1216:140.350.352012-7-17281800.59:439:450.616:1516:170.350.352012-7-17291800.59:469:480.616:1816:200.350.352012-7-17301800.59:499:510.616:2116:230.350.352012-7-17311800.59:529:550.616:2416:260.350.352012-7-17321800.59:569:590.616:2716:290.350.352012-7-17331800.510:0010:030.616:3016:32

7、0.350.352012-7-17341800.510:0410:060.616:3316:350.350.352012-7-17備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期351800.57:407:430.5514:0014:030.40.352012-7-183

8、61800.57:457:480.5514:0514:070.40.352012-7-18371800.57:497:510.5514:1014:140.40.352012-7-18381800.57:527:540.5514:1514:170.40.352012-7-18391800.57:557:570.5514:1914:210.40.352012-7-18401800.57:588:000.5514:2214:240.40.352012-7-18411800.58:018:040.5514:2514:270.40.352012-7-18421800.58:058:070.5514:30

9、14:330.40.352012-7-18431800.58:088:100.5514:3514:370.40.352012-7-18441800.58:118:130.5514:3814:400.40.352012-7-18451800.58:148:160.5514:4114:430.40.352012-7-18461800.58:188:200.5514:4514:470.40.352012-7-18471800.58:218:230.5514:4814:500.40.352012-7-18481800.58:258:280.5514:5114:530.40.352012-7-18491

10、800.58:308:330.5514:5514:580.40.352012-7-18501800.58:358:370.5515:0115:040.40.352012-7-18511800.58:388:400.5515:0515:070.40.352012-7-18521800.58:438:450.5515:0815:100.40.352012-7-18531800.58:478:500.5515:1215:140.40.352012-7-18541800.58:538:550.5515:1515:170.40.352012-7-18551800.58:578:590.5515:1815

11、:200.40.352012-7-18561800.59:219:230.5515:2215:250.40.352012-7-18571800.59:259:270.5515:2615:290.40.352012-7-18備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期5

12、81800.59:309:330.5515:3015:330.40.352012-7-18591800.59: 358:370.5515:3515:370.40.352012-7-18601800.59:389:400.5515:3815:400.40.352012-7-18611800.59:419:430.5515:4215:440.40.352012-7-18621800.59:459:480.5515:4515:470.40.352012-7-18631800.59:499:510.5515:4815:500.40.352012-7-18641800.59:529:550.5515:5

13、115:530.40.352012-7-18651800.59:569:580.5515:5515:580.40.352012-7-18661800.59:5910:030.5515:5916:020.40.352012-7-18671800.510:0510:070.5516:0316:050.40.352012-7-18681800.510:0810:100.5516:0716:100.40.352012-7-18691800.510:1110:130.5516:1116:130.40.352012-7-18701800.510:1510:180.5516:1516:170.40.3520

14、12-7-18711800.510:1910:210.5516:1916:220.40.352012-7-18721800.510:2210:240.5516:2316:250.40.352012-7-18731800.510:2510:270.5516:2616:270.40.352012-7-18741800.510:2810:300.5516:3016:330.40.352012-7-18751800.510:3110:330.5516:3416:360.40.352012-7-18761800.510:3410:360.5516:3716:400.40.352012-7-1877180

15、0.510:3710:400.5516:4116:430.40.352012-7-18781800.510:4110:420.5516:4516:470.40.352012-7-18791800.510:4310:450.5516:4816:510.40.352012-7-18備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二

16、次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期801800.58:058:070.5514:0514:080.30.42012-7-20811800.58:088:100.5514:1014:130.30.42012-7-20821800.58:118:130.5514:1514:180.30.42012-7-20831800.58:148:160.5514:2014:230.30.42012-7-20841800.58:178:190.5514:2514:270.30.42012-7-20851800.58:208:220.5514:2814:310.30.42012-7-20861

17、800.58:238:250.5514:3214:350.30.42012-7-20871800.58:268:280.5514:3614:380.30.42012-7-20881800.58:298:310.5514:3914:410.30.42012-7-20891800.58:328:350.5514:4214:450.30.42012-7-20901800.58:368:380.5514:4614:480.30.42012-7-20911800.58:408:420.5514:4914:510.30.42012-7-20921800.58:438:450.5514:5214:540.3

18、0.42012-7-20931800.58:468:480.5514:5514:570.30.42012-7-20941800.58:498:510.5514:5815:000.30.42012-7-20951800.58:528:540.5515:0115:040.30.42012-7-20961800.58:558:570.5515:0515:070.30.42012-7-20971800.58:589:000.5515:1015:120.30.42012-7-20981800.59:019:030.5515:1315:150.30.42012-7-20991800.59:059:070.

19、5515:1615:180.30.42012-7-201001800.59:089:100.5515:2015:220.30.42012-7-201011800.59:119:130.5515:2315:250.30.42012-7-20102 1800.59:159:170.5515:2615:300.30.42012-7-20備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開

20、始時間終止時間初次灌漿壓力（Mpa）二次灌漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期1031800.59:189:210.615:3115:330.30.42012-7-201041800.59: 229:250.615:3515:380.30.42012-7-20備注錨桿灌漿材料及水灰比為水：水泥，鋼筋型號：328； 61500連接筋 固定件32×4鋼管1500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：編號：錨桿注漿施工記錄表工程名稱施工單位注漿配合比強(qiáng)度施工部位設(shè)計(jì)孔徑鉆孔編號鉆孔直徑(mm)水灰比初灌開始時間終止時間初次灌漿壓力（Mpa）二次灌

21、漿開始時間二次灌漿終止時間灌漿量（m3）二次灌漿壓力（Mpa）日期1051800.58:158:170.6014:3014:330.350.42012-8-51061800.58:188:200. 6014:3414:380.350.42012-8-51071800.58:218:240.6014:3914:430.350.42012-8-51081800.58:258:280.6014:4414:470.350.42012-8-51091800.58:308:320.6014:4814:510.350.42012-8-51101800.58:338:360.6014:5214:550.350

22、.42012-8-51111800.58:378:390.6014:5614:580.350.42012-8-51121800.58:408:420.6014:5915:030.350.42012-8-51131800.58:438:450.6015:0415:070.350.42012-8-51141800.58:468:480.6015:0815:110.350.42012-8-51151800.58:498:520.6015:1215:150.350.42012-8-51161800.58:538:560.6015:1615:190.350.42012-8-51171800.58:579:000.6015:2015:230.350.42012-8-51181800.59:019:040.6015:2415:270.350.42012-8-5119 1800.59:059:080.6015:2815:310.350.42012-8-51201800.59:099:120.6015:3215:350.350