《CFG沉桩记录表》word版

1、CFG桩沉桩记录表工程名称：江苏利电能源集团储煤场扩容改造工程地基处理 施工单位：江苏昌泰建设工程有限公司 施工日期：工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时118:018:0328:048:0628:078:1582.034.131.099.93228:168:1828:198:2128:228:30

2、82.034.101.099.93338:318:3438:358:3728:388:4572.044.031.19.83448:468:4828:498:5128:529:0192.024.111.089.91559:029:0429:049:0629:079:1582.034.051.099.85669:169:1829:199:2239:239:3182.044.111.19.91779:329:3539:369:3829:399:4892.004.111.089.91889:499:5129:529:5429:5510:0492.034.171.099.979910:0510:0721

3、0:0810:10210:1110:1872.034.221. 0910.02101010:1910:22310:2310:25210:2610:3372.024.181.089.98111110:3410:36210:3710:39210:4010:4772.024.021.089.82121210:4810: 50210:5110:53210:5411:0282.044.021.19.82131311:0311:05211:0611:08211:0911:1782.044.111.19.91141411:1811:20211:2111:23211:2411:3172.044.151.19.

4、95151511:3211:34211:3511:37211:3811:4682.054.101.119.90161611:5011:53311:5411:56211:5712:07102.034.131.099.9317181920监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开

5、始结束耗时1170:030:0520:060:0820:090:1782.024.021.089.822180:180:2020:210:2320:240:3172.044.021.19.823190:320:3420:350:3720:380:4682.044.111.19.914200:500:5330:540:5620:571:07102.044.151.19.955211:081:1131:121:1421:151:2272.034.051.099.856221:231:2521:261:2821:291:3782.044.111.19.917231:381:4021:411:4321

6、:441:5172.004.111.089.918241:521: 5421:551:5721:582:0682.034.171.099.979252:072:0922:102:1222:132:2182.034.221. 0910.0210262:222:2532:262:2822:292:3782.034.131.099.9311272:382:4022:412:4432:452:5382.034.101.099.9312282:542:5622:572:5923:003:0772.044.031.19.8313293:083:1023:113:1323:143:2282.034.101.

7、099.9314303: 233:2523:263:2933:303:3882.034.101.099.9315313:393:4123:423:4423:453:5382.004.111.089.9116323:543:5623:573:5924:004:0772.004.111.089.9117334:084:1024:114:1324:143:2282.034.051.099.8518344: 234:2524:264:2934:304:3882.044.111.19.9119354:394:4124:424:4424:454:5382.004.111.089.9120364:554:5

8、724:585:0025:015:0982.034.171.099.97监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时1375:135:1525:165:1825:195:2782.044.111.19.912385:285:3025:315:3325:345:4172

9、.044.151.19.953395:425:4535:465:4825:495:5892.034.051.099.854405:596:0126:026:0426:056:1492.044.111.19.915416:156:1726:186:2026:216:2872.034.101.099.936426:296:3236:336:3526:366:4372.004.111.089.917436:446:4626:476:4926:506:5772.004.111.089.918446:587: 0027:017:0327:047:1282.034.051.099.859457:137:1

10、527:167:1827:197:2782.044.111.19.9110467:287:3027:317:3327:347:4172.044.151.19.9511477:427:4537:467:4827:497:5892.034.051.099.8512487:598:0128:028:0428:058:1492.044.111.19.9113498:168:1828:198:2128:228:3082.034.101.099.9314508:318:3438:358:3728:388:4572.004.111.089.9115518:468:4828:498:5128:529:0192

11、.004.111.089.9116529:029:0429:049:0629:079:1582.034.051.099.8517539:169:1829:199:2239:239:3182.044.151.19.9518549:329:3539:369:3829:399:4892.034.051.099.8519559:499:5129:529:5429:5510:0492.044.111.19.91205610:0510:07210:0810:10210:1110:1872.044.111.19.91监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计

12、桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时15710:2010:23310:2410:26210:2710:3472.044.151.19.9525810:3510:37210:3810:40210:4110:4872.034.051.099.8535910:4910: 51210:5210:54210:5511:0382.044.111.19.91460

13、11:0411:06211:0711:09211:1011:1882.044.111.19.9156111:1911:21211:2211:24211:2511:3272.034.101.099.9366211:3311:35211:3611:38211:3911:4782.004.111.089.9176311:4811: 50211:5111:53211:5412:0282.004.111.089.9186412:0312:05212:0612:08212:0912:1782.034.051.099.8596512:1812:20212:2112:23212:2412:3172.034.1

14、01.099.93106612:3212:35312:3612:38212:3912:4892.004.111.089.91116712:4912:51212:5212:54212:5513:0492.004.111.089.91126813:0513:07213:0813: 10213:1113:1982.034.051.099.85136913:2013:22213:2313:25213:2613:3372.044.111.19.91147013:3413:36213:3710:39213:4013:4882.044.111.19.91157113:5213:55313:5613:5821

15、3:5914:09102.044.111.19.91167214:1314:15214:1614:18214:1914:2782.044.111.19.91177314:2814:30214:3114:33214:3414:4172.034.051.099.85187414:4214:45314:4614:48214:4914:5892.044.111.19.91197514:5915:01215:0215:04215:0515:1492.044.111.19.91207615:1515:17215:1815:20215:2115:2872.044.111.19.91监理签字：记录人:刘勇CF

16、G桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时17715:3215:34215:3515:37215:3815:4682.034.051.099.8527815:5015:53315:5415:56215:5716:07102.044.111.19.9137916:0816:11316:1216

17、:14216:1516:2272.044.111.19.9148016:2316:25216:2616:28216:2916:3782.044.111.19.9158116:3816:40216:4116:43216:4416:5172.044.111.19.9168216:5216:54216:5516:57216:5817:0682.034.101.099.9378317:0717:09217:1017:12217:1317:2182.054.171.119.9788417:2217:25317:2617:28217:2917:3782.054.141.119.9498517:3817:4

18、0217:4117:43217:4417:5282.004.111.089.91108617:5317:55217:5617:58217:5918:0782.034.051.099.85118718:0818:10218:1118:13218:1418:2172.044.111.19.91128818:2218:25318:2618:28218:2918:3892.034.101.099.93138918:3918:41218:4218:44218:4518:5492.034.051.099.85149018:5518:57218:5819:00219:0119:0982.044.111.19

19、.91159119:1019:12219:1319:15219:1619:2372.004.111.089.91169219:2419:26219:2719:29219:3019:3882.034.171.099.97179319:3919:41219:4219:44219:4519:5382.034.221. 0910.02189419:5519:57219:5820:00220:0120:0982.034.051.099.85199520:1520:17220:1820:20220:2120:2872.044.111.19.91209620:2920:32320:3320:35220:36

20、20:4372.044.111.19.91监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时1978:318:3438:358:3728:388:4572.044.111.19.912988:468:4828:498:5128:529:0192.044.111.19.913

21、999:029:0429:049:0629:079:1582.044.111.19.9141009:169:1829:199:2239:239:3182.044.111.19.9151019:329:3539:369:3829:399:4892.004.111.089.9161029:499:5129:529:5429:5510:0492.034.051.099.85710310:0510:07210:0810:10210:1110:1872.044.111.19.91810410:2010:23310:2410:26210:2710:3472.044.111.19.91910510:3510

22、:37210:3810:40210:4110:4872.044.111.19.911010610:4910:51210:5210:54210:5511:0382.044.111.19.911110711:0411:06211:0711:09211:1011:1882.044.111.19.911210811:1911:21211:2211:24211:2511:3272.034.101.099.931310911:3311:35211:3611:38211:3911:4782.034.051.099.851411011:4811:50211:5111:53211:5412:0282.044.1

23、11.19.911511112:0312:05212:0612:08212:0912:1782.004.111.089.911611212:1812:20212:2112:23212:2412:3172.034.171.099.9717181920监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时

24、开始结束耗时开始结束耗时11137:427:4537:467:4827:497:5892.054.111.119.9121147:598:0128:028:0428:058:1492.054.131.119.9331158:168:1828:198:2128:228:3082.054.171.119.9741168:318:3438:358:3728:388:4572.054.171.119.9751178:468:4828:498:5128:529:0192.054.141.119.9461189:029:0429:049:0629:079:1582.004.111.089.9171199:

25、169:1829:199:2239:239:3182.034.051.099.8581209:329:3539:369:3829:399:4892.044.111.19.9191219:499:5129:529:5429:5510:0492.044.111.19.911012210:0510:07210:0810:10210:1110:1872.004.111.089.911112310:2010:23310:2410:26210:2710:3472.004.111.089.911212410:3510:37210:3810:40210:4110:4872.034.051.099.851312

26、510:4910:51210:5210:54210:5511:0382.044.111.19.911412611:0411:06211:0711:09211:1011:1882.044.111.19.911512711:1911:21211:2211:24211:2511:3272.034.101.099.931612811:3311:35211:3611:38211:3911:4782.034.051.099.851712913:2013:22213:2313:25213:2613:3372.044.111.19.911813013:3413:36213:3710:39213:4013:48

27、82.004.111.089.911913113:5213:55313:5613:58213:5914:09102.044.111.19.912013214:1314:15214:1614:18214:1914:2782.044.111.19.91监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时

28、开始结束耗时开始结束耗时113314:2814:30214:3114:33214:3414:4172.034.051.099.85213414:4214:45314:4614:48214:4914:5882.044.111.19.91313514:5915:01215:0215:04215:0515:1492.044.111.19.91413615:1515:17215:1815:20215:2115:2872.044.111.19.91513715:3215:34215:3515:37215:3815:4682.044.111.19.91613815:5015:53315:5415:5621

29、5:5716:07102.034.101.099.93713916:0816:11316:1216:14216:1516:2272.054.171.119.97814016:2316:25216:2616:28216:2916:3782.054.131.119.93914116:3816:40216:4116:43216:4416:5172.054.171.119.971014216:5216:54216:5516:57216:5817:0682.054.171.119.971114317:0717:09217:1017:12217:1317:2182.054.141.119.94121441

30、7:2217:25317:2617:28217:2917:3782.034.101.099.931314517:3817:40217:4117:43217:4417:5282.034.051.099.851414617:5317:55217:5617:58217:5918:0782.044.111.19.911514718:0818:10218:1118:13218:1418:2172.004.111.089.911614818:2218:25318:2618:28218:2918:3892.044.111.19.911714918:3918:41218:4218:44218:4518:549

31、2.044.111.19.911815018:5518:57218:5819:00219:0119:0982.034.101.099.931915119:1019:12219:1319:15219:1619:2372.054.171.119.972015219:2419:26219:2719:29219:3019:3882.054.141.119.94监理签字：记录人:刘勇CFG桩沉桩记录表工程名称：江苏利电能源集团储煤场扩容改造工程地基处理 施工单位：江苏昌泰建设工程有限公司 施工日期：2012.06.07工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：3

32、2m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时115319:3919:41219:4219:44219:4519:5382.034.221. 0910.02215419:5519:57219:5820:00220:0120:0982.034.051.099.85315520:1520:17220:1820:20220:2120:2872.044.111.19.91456789101112131

33、4151617181920记录人:刘勇CFG桩沉桩记录表工程名称：江苏利电能源集团储煤场扩容改造工程地基处理 施工单位：江苏昌泰建设工程有限公司 工程部位：堆取料机基础处理 桩顶设计标高：32m设计桩径：配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时11569:329:3539:369:3829:399:4892.044.111.19.9121579:499:5129:529:5429:5510:

34、0492.044.111.19.91315810:0510:07210:0810:10210:1110:1872.034.101.099.93415910:2010:23310:2410:26210:2710:3472.054.171.119.97516010:3510:37210:3810:40210:4110:4872.054.131.119.93616110:4910:51210:5210:54210:5511:0382.054.171.119.97716211:0411:06211:0711:09211:1011:1882.054.171.119.97816311:1911:21211

35、:2211:24211:2511:3272.044.111.19.91916411:3311:35211:3611:38211:3911:4782.044.111.19.911016511:4811:50211:5111:53211:5412:0282.034.101.099.931116612:0312:05212:0612:08212:0912:1782.034.051.099.851216712:1812:20212:2112:23212:2412:3172.044.111.19.911316813:2013:22213:2313:25213:2613:3372.004.111.089.

36、911416913:3413:36213:3710:39213:4013:4882.034.101.099.931517013:5213:55313:5613:58213:5914:09102.054.171.119.971617114:1314:15214:1614:18214:1914:2782.054.131.119.9317181920记录： 质检员： 监理（监理） 工程师：CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min

37、）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时11724:374:3924:404:4224:434:5182.054.131.159.9321734:534:5524:564:5824:595:0782.044.111.19.9131745:115:1325:145:1625:175:2582.044.111.19.9141755:265:2825:295:3325:325:3972.034.181.099.9851765:405:4335:445:4625:475:5692.054.171.119

38、.9761775:575:5926:006:0226:036:1292.054.131.119.9371786:136:1526:166:1826:196:2672.054.171.119.9781796:296:3236:336:3526:366:4372.054.171.119.9791806:446:4626:476:4924:506:5772.044.111.19.91101816:587: 0027:017:0327:047:1282.044.111.19.91111827:137:1527:167:1827:197:2782.034.181.099.98121837:287:302

39、7:317:3327:347:4172.034.051.099.85131847:427:4537:467:4827:497:5892.044.181.19.98141857:598:0128:028:0428:058:1492.004.111.089.91151868:168:1828:198:2128:228:3082.034.171.099.97161878:318:3438:358:3728:388:4572.054.171.119.97171888:468:4828:498:5128:529:0192.054.131.119.93181899:029:0429:049:0629:07

40、9:1582.034.171.099.97191909:169:1829:199:2239:239:3182.054.171.119.97201919:329:3539:369:3829:399:4892.054.131.119.93监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开

41、始结束耗时11929:499:5129:529:5429:5510:0382.024.021.089.82219310:0410:06210:0710:09210:1010:1772.044.021.19.82319410:2010:23310:2410:26210:2710:3472.044.111.19.91419510:3510:37210:3810:40210:4110:4872.044.151.19.95519610:4910: 51210:5210:54210:5511:0382.034.051.099.85619711:0411:06211:0711:09211:1011:188

42、2.044.111.19.91719811:1911:21211:2211:24211:2511:3272.004.111.089.91819911:3311:35211:3611:38211:3911:4782.034.171.099.97920013:2013:22213:2313:25213:2613:3372.034.221. 0910.021020113:3413:36213:3710:39213:4013:4882.034.131.099.931120213:5213:55313:5613:58213:5914:09102.034.101.099.931220314:1314:15

43、214:1614:18214:1914:2782.044.031.19.831320414:4214:45314:4614:48214:4914:5882.034.101.099.931420514:5915:01215:0215:04215:0515:1492.034.101.099.931520615:1515:17215:1815:20215:2115:2872.004.111.089.911620715:3215:34215:3515:37215:3815:4682.004.111.089.911720815:5015:53315:5415:56215:5716:07102.034.0

44、51.099.851820916:0816:11316:1216:14216:1516:2272.044.111.19.911921016:2316:25216:2616:28216:2916:3782.004.111.089.912021116:3816:40216:4116:43216:4416:5172.034.171.099.97监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管

45、时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时121217:0917:11217:1217:14217:1517:2382.034.181.099.98221317:2417:27317:2817:30217:3117:3982.054.171.119.97321417:4017: 42217:4317:45217:4617:5482.054.131.119.93421517:5517:57217:5818:00218:0118:0982.054.171.119.97521618:1018:12218:1318:15218:

46、1618:2372.054.171.119.97621718:2418:26218:2718:29218:3018:3882.044.111.19.91721818:3918:41218:4218:44218:4518:5492.044.111.19.91821918:5518:57218:5819: 00219:0119:0982.054.171.119.97922019:1019:12219:1319:15219:1619:2372.054.131.119.931022119:2419:26219:2719:29219:3019:3882.034.171.099.971122219:391

47、9:41219:4219:44219:4519:5382.054.171.119.971222319:5519:57219:5820:00220:0120:0982.054.131.119.931322420:1520:17220:1820:20220:2120:2872.044.111.19.911422520:3220:34220:3520:37220:3820:4682.044.111.19.911522620:5020:53320:5420:56220:5721:07102.044.111.19.911622721:0821:11321:1221:14221:1521:2272.044

48、.111.19.911722821:2321:25221:2621:28221:2921:3782.034.101.099.931822921:3821:40221:4121:43221:4421:5172.054.171.119.971923021:5221: 54221:551:57212:5822:0682.054.131.119.932023122:0722: 09222:1022:12222:1322:2292.054.171.119.97监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥

49、：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时12325:105:1225:135:1525:165:2482.044.111.19.9122335:255:2725:285:3225:315:3872.044.151.19.9532345:405:4335:445:4625:475:5692.034.051.099.8542355:575:5926:006:0226:036:1292.044.111.19.91

50、52366:136:1526:166:1826:196:2672.004.111.089.9162376:296:3236:336:3526:366:4372.034.171.099.9772386:446:4626:476:4926:506:5772.034.221. 0910.0282396:597: 0127:027:0427:057:1382.044.111.19.9192407:147:1627:177:1927:207:2882.044.111.19.91102417:297:3127:327:3427:357:4272.034.101.099.93112427:437:4637:

51、477:4927:507:5992.054.171.119.97122438:008:0228:038:0528:068:1592.054.131.119.93132448:168:1828:198:2128:228:3082.034.101.099.93142458:318:3438:358:3728:388:4572.054.171.119.97152468:468:4828:498:5128:529:0192.054.131.119.93162479:029:0429:049:0629:079:1582.054.171.119.97172489:169:1829:199:2239:239

52、:3182.054.131.119.93182499:329:3539:369:3829:399:4892.044.111.19.91192509:499:5129:529:5429:5510:0382.034.101.099.932025110:0410:06210:0710:09210:1010:1772.034.101.099.93监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管

53、时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时125210:1810:20210:2110:23210:2410:3172.004.111.089.91225310:3210:34210:3510:37210:3810:4682.004.111.089.91325410:5010:53310:5410:56210:5711:07102.034.051.099.85425511:0811:11311:1211:14211:1511:2272.044.111.19.91525611:2311:25211:2611:28211:2

54、911:3782.044.151.19.95625711:3811:40211:4111:43211:4411:5172.034.051.099.85725811:5211: 54211:5511:57211:5812:0682.044.111.19.91825912:0712:09212:1012:12212:1312:2182.034.101.099.93926012:2212:25312:2612:28212:2912:3782.004.111.089.911026112:3812:40212:4112:44312:4512:5382.004.111.089.911126212:5412

55、:56212:5712:59213:0013:0772.034.051.099.851226313:0813:10213:1113:13213:1413:2282.044.151.19.951326413: 2313:25213:2613:29313:3013:3882.034.051.099.851426513:3913:41213:4213:44213:453:5382.044.111.19.911526613:5413:56213:5713:59214:0014:0772.044.111.19.911626714:0814:10214:1114:13214:1413:2282.004.1

56、11.089.911726814: 2314:25214:2614:29314:3014:3882.004.111.089.911826914:3914:41214:4214:44214:4514:5382.004.111.089.911926014:5514:57214:5815:00215:0115:0982.004.111.089.912027115:1015:12215:1315:15215:1615:2482.034.101.099.93监理签字：CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉

57、煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时1234567891011121314151617181920监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数

58、成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时1282228332844285528662877288891011121314151617181920监理签字：记录人:刘勇CFG桩沉桩记录表工程部位：堆取料机基础处理 混凝土强度：C15 设计桩径：500mm 桩顶设计标高：32m配合比：水：水泥：砂：石子：粉煤灰=2.75:2.58:14.03:18.58:1序号桩号沉管时间（min）灌注时间（min）拔管时间（min）灌注砼方 量（m3）桩顶实际标 高（m）充盈系数成孔深度（m）备注开始结束耗时开始结束耗时开始结束耗时12890:010:0320:040:0620:070:1582.

59、054.171.119.9722900:160:1820:190:2120:220:3082.054.131.119.9332910:320:3420:350:3720:380:4682.044.111.19.9142920:500:5330:540:5620:571:0692.034.101.099.9352931:081:1131:121:1421:151:2272.034.101.099.9362941:231:2521:261:2821:291:3782.004.111.089.9172951:381:4021:411:4321:441:5172.004.111.089.9182961

60、:521: 5421:551:5721:582:0682.004.111.089.9192972:072:0922:102:1222:132:2182.034.101.099.93102982:222:2432:252:2722:282:3792.004.111.089.91113992:382:4022:412:4432:452:5382.034.101.099.93123002:542:5622:572:5923:003:0772.004.111.089.91133013:083:1023:113:1323:143:2282.034.101.099.93143023: 233:2523:2