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1、精选优质文档-倾情为你奉上锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（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备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连
5、接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa）日期241800.59:289:310.616:0316:050.350.352012-7-17251800.59: 328:350.616:0616:080.350.352012-7-17261800.59:369:390.616:0916:110.350.352012-7-17271800.59:409
6、:420.616:1216:140.350.352012-7-17281800.59:439:450.616:1516:170.350.352012-7-17291800.59:469:480.616:1816:200.350.352012-7-17301800.59:499:510.616:2116:230.350.352012-7-17311800.59:529:550.616:2416:260.350.352012-7-17321800.59:569:590.616:2716:290.350.352012-7-17331800.510:0010:030.616:3016:320.350.
7、352012-7-17341800.510:0410:060.616:3316:350.350.352012-7-17备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa）日期351800.57:407:430.5514:0014:030.40.352012-7-18361800.57:457
8、:480.5514:0514:070.40.352012-7-18371800.57:497:510.5514:1014:140.40.352012-7-18381800.57:527:540.5514:1514:170.40.352012-7-18391800.57:557:570.5514:1914:210.40.352012-7-18401800.57:588:000.5514:2214:240.40.352012-7-18411800.58:018:040.5514:2514:270.40.352012-7-18421800.58:058:070.5514:3014:330.40.35
9、2012-7-18431800.58:088:100.5514:3514:370.40.352012-7-18441800.58:118:130.5514:3814:400.40.352012-7-18451800.58:148:160.5514:4114:430.40.352012-7-18461800.58:188:200.5514:4514:470.40.352012-7-18471800.58:218:230.5514:4814:500.40.352012-7-18481800.58:258:280.5514:5114:530.40.352012-7-18491800.58:308:3
10、30.5514:5514:580.40.352012-7-18501800.58:358:370.5515:0115:040.40.352012-7-18511800.58:388:400.5515:0515:070.40.352012-7-18521800.58:438:450.5515:0815:100.40.352012-7-18531800.58:478:500.5515:1215:140.40.352012-7-18541800.58:538:550.5515:1515:170.40.352012-7-18551800.58:578:590.5515:1815:200.40.3520
11、12-7-18561800.59:219:230.5515:2215:250.40.352012-7-18571800.59:259:270.5515:2615:290.40.352012-7-18备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa）日期581800.59:309:330.5
12、515:3015:330.40.352012-7-18591800.59: 358:370.5515:3515:370.40.352012-7-18601800.59:389:400.5515:3815:400.40.352012-7-18611800.59:419:430.5515:4215:440.40.352012-7-18621800.59:459:480.5515:4515:470.40.352012-7-18631800.59:499:510.5515:4815:500.40.352012-7-18641800.59:529:550.5515:5115:530.40.352012-
13、7-18651800.59:569:580.5515:5515:580.40.352012-7-18661800.59:5910:030.5515:5916:020.40.352012-7-18671800.510:0510:070.5516:0316:050.40.352012-7-18681800.510:0810:100.5516:0716:100.40.352012-7-18691800.510:1110:130.5516:1116:130.40.352012-7-18701800.510:1510:180.5516:1516:170.40.352012-7-18711800.510:
14、1910:210.5516:1916:220.40.352012-7-18721800.510:2210:240.5516:2316:250.40.352012-7-18731800.510:2510:270.5516:2616:270.40.352012-7-18741800.510:2810:300.5516:3016:330.40.352012-7-18751800.510:3110:330.5516:3416:360.40.352012-7-18761800.510:3410:360.5516:3716:400.40.352012-7-18771800.510:3710:400.551
15、6:4116:430.40.352012-7-18781800.510:4110:420.5516:4516:470.40.352012-7-18791800.510:4310:450.5516:4816:510.40.352012-7-18备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa
16、）日期801800.58:058:070.5514:0514:080.30.42012-7-20811800.58:088:100.5514:1014:130.30.42012-7-20821800.58:118:130.5514:1514:180.30.42012-7-20831800.58:148:160.5514:2014:230.30.42012-7-20841800.58:178:190.5514:2514:270.30.42012-7-20851800.58:208:220.5514:2814:310.30.42012-7-20861800.58:238:250.5514:3214
17、:350.30.42012-7-20871800.58:268:280.5514:3614:380.30.42012-7-20881800.58:298:310.5514:3914:410.30.42012-7-20891800.58:328:350.5514:4214:450.30.42012-7-20901800.58:368:380.5514:4614:480.30.42012-7-20911800.58:408:420.5514:4914:510.30.42012-7-20921800.58:438:450.5514:5214:540.30.42012-7-20931800.58:46
18、8:480.5514:5514:570.30.42012-7-20941800.58:498:510.5514:5815:000.30.42012-7-20951800.58:528:540.5515:0115:040.30.42012-7-20961800.58:558:570.5515:0515:070.30.42012-7-20971800.58:589:000.5515:1015:120.30.42012-7-20981800.59:019:030.5515:1315:150.30.42012-7-20991800.59:059:070.5515:1615:180.30.42012-7
19、-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备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆
20、终止时间灌浆量（m3）二次灌浆压力（Mpa）日期1031800.59:189:210.615:3115:330.30.42012-7-201041800.59: 229:250.615:3515:380.30.42012-7-20备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa）日期105
21、1800.58:158:170.6014:3014:330.350.42012-8-51061800.58:188:200. 6014:3414:380.350.42012-8-51071800.58:218:240.6014:3914:430.350.42012-8-51081800.58:258:280.6014:4414:470.350.42012-8-51091800.58:308:320.6014:4814:510.350.42012-8-51101800.58:338:360.6014:5214:550.350.42012-8-51111800.58:378:390.6014:56
22、14:580.350.42012-8-51121800.58:408:420.6014:5915:030.350.42012-8-51131800.58:438:450.6015:0415:070.350.42012-8-51141800.58:468:480.6015:0815:110.350.42012-8-51151800.58:498:520.6015:1215:150.350.42012-8-51161800.58:538:560.6015:1615:190.350.42012-8-51171800.58:579:000.6015:2015:230.350.42012-8-51181
23、800.59:019:040.6015:2415:270.350.42012-8-5119 1800.59:059:080.6015:2815:310.350.42012-8-51201800.59:099:120.6015:3215:350.350.42012-8-51211800.59:139:160.6015:3615:400.350.42012-8-51221800.59:179:200.6015:4115:430.350.42012-8-51231800.59:219:240.6015:4415:480.350.42012-8-51241800.59:259:290.6015:491
24、5:530.350.42012-8-51251800.59:309:330.6015:5415:570.350.42012-8-51261800.59:349:380.6015:5816:000.350.42012-8-51271800.59:399:420.6016:0116:050.350.42012-8-5备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：锚杆注浆施工记录表工程名称施工单位注浆配合比强度施工部位设计孔径钻孔编号钻孔直径(mm)水灰比初灌开始时间终止时间初次灌浆压力（Mpa）二次灌浆开始时间二次灌浆终止时间灌浆量（m3）二次灌浆压力（Mpa）日期1281800.59:439:470.6016:0616:090.350.42012-8-51291800.59:489:510. 6016:1016:140.350.42012-8-51301800.59:529:550.6016:1516:180.350.42012-8-5备注锚杆灌浆材料及水灰比为水：水泥，钢筋型号：328； 61500连接筋 固定件324钢管1500质检人员： 技术负责：施工负责： 监理（建设）单位：编号：专心-专注-专业