1、序号日 期桩号压桩起止时间下 桩中 桩上 桩节长（M）表值(Mpa)节长（M）表值(Mpa)节长（M）表值(Mpa)12010.11.17797:057:4511311611822010.11.17807:508:3211311611832010.11.178611:4512:1911311611842010.11.178712:2513:0311311611852010.11.178915:0515:5511311711962010.11.179015:5816:3511311711872010.11.179116:4817:3311311611882010.11.179217:3918:1
2、611311611892010.11.179318:3019:081131171115102010.11.1710219:1419:591131171110112010.11.179420:0620:501131171110122010.11.179520:5321:271131171110132010.11.179621:3122:07113115117142010.11.176822:1522:491131171113152010.11.176722:5423:291131161111162010.11.179723:350:08113117118980:171:0511311611899
3、2:183:071131171181303:173:481131161191313:544:321131171181294:405:2111311711111005:336:1611311711111016:227:0711311711101287:178:0011311611111038:159:111131271091049:2210:0212310711106910:3811:2412310611107014:0914:501131271297116:2016:5812310611107217:1717:561131171197318:0518:4211311611108519:2120
4、:1611311711108420:3621:081131171198321:4222:261131171191128:059:0011311711141139:119:51113117111111410:0510:40113116111011510:5511:34113117111011611:4212:20113117111011712:5213:29113117111111814:1414:48113118111011914:5715:45113117111012016:0416:41134107101011117:0017:40134107101011017:4818:31134108
5、101210919:2820:1213410710910720:3021:0311311611810521:1922:57113116111010623:1223:481141171191080:561:571141181110882:103:0020610101015563:294:15133107109574:425:221041071310585:286:101041071311596:207:051341081011607:187:591341071010618:158:541331071010629:1610:2113410710126313:1813:561341071010641
6、4:0514:4311311711106514:5315:3111311811126615:3916:1811311711132516:3017:1113410910112617:2717:5913410910122718:0818:5113410810112919:3420:2513410810123020:4121:1913310610123121:3022:2313310610133222:3423:1010313710113323:230:00145771212340:250:52145781212352:152:58145781215363:093:44145781214374:00
7、4:341131061010384:445:21143761010395:376:101341071010406:227:031341081011417:117:45145771210428:008:37134107109448:559:2810313810119448368652645送 桩桩顶标高(M)压荷吨位(KN)有效桩长（M）入土 长度（M）备 注长度（M）表值(Mpa)5.8410-7.6164033.0038.848.8413-7.6213233.0041.848.9210-7.6164033.0041.925.9210-7.6164033.0038.926.129-7.6147
8、633.0039.126.0710-7.6164033.0039.076.0310-7.6164033.0039.036.0510-7.6164033.0039.055.9910-7.6164033.0038.996.1210-7.6164033.0039.126.0210-7.6164033.0039.026.229-7.6147633.0039.226.079-7.6147633.0039.076.059-7.6147633.0039.056.029-7.6147633.0039.026.128-7.6131233.0039.126.128-7.6131233.0039.125.999-7
9、.6147633.0038.996.029-7.6147633.0039.026.059-7.6147633.0039.055.9710-7.6164033.0038.975.9710-7.6164033.0038.975.9211-7.6180433.0038.925.9811-7.6180433.0038.985.8911-7.6180433.0038.895.9711-7.6180433.0038.975.9511-7.6180433.0038.955.6314-7.27459234.6740.635.9311-7.6180433.0038.935.8811-7.6180433.0038
10、.885.8711-7.6180433.0038.876.0810-7.6164033.0039.085.9810-7.6164033.0038.986.0810-7.6164033.0039.08014-1.62459221.9527.935.7711-7.6180433.0038.775.8211-7.6180433.0038.825.7211-7.6180433.0038.725.8411-7.6180433.0038.845.7611-7.6180433.0038.765.8411-7.6180433.0038.845.7211-7.6180433.0038.725.7111-7.61
11、80433.0038.715.8212-7.6196833.0038.825.9313-7.6213233.0038.936.1610-7.6164033.0039.166.1610-7.6164033.0039.166.1610-7.6164033.0039.166.0611-7.6180433.0039.066.1610-7.6164033.0039.16015-1.78246034.18405.9910-7.6164033.0038.995.9911-7.6180433.0038.995.899-7.6147633.0038.895.9912-7.6196833.0038.995.912
12、-7.6196833.0038.95.9611-7.6180433.0038.966.0412-7.6196833.0039.04612-7.6196833.00395.9511-7.6180433.0038.955.9811-7.6180433.0038.985.9911-7.6180433.0038.995.9711-7.6180433.0038.975.9411-7.6180433.0038.945.8910-7.6164033.0038.895.9410-7.6164033.0038.945.9910-7.6164033.0038.995.9910-7.6164033.0038.995
13、.9910-7.6164033.0038.996.0910-7.6164033.0039.096.0210-7.6164033.0039.026.0213-7.6213233.0039.026.0410-7.6164033.0039.047.948-9.45131231.0038.947.8410-9.45164031.0038.846.0911-7.6180433.0039.095.9910-7.6164033.0038.99611-7.6180433.00395.9511-7.6180433.0038.956.0512-7.6196833.0039.05施施工工进进度度表表总桩数：总延米：
14、序号施工日期有效桩长 施工桩数 空桩长度施工桩数有效延米施工延米空桩延米累计施工桩数有效延米12010.11.17496.19161653522010.11.1832010.11.1942010.11.2052010.11.2162010.11.2272010.11.2382010.11.2492010.11.25102010.11.26112010.11.27122010.11.28132010.11.29142010.11.30152010.11.31162010.11.32172010.11.33182010.11.34192010.11.35202010.11.36212010.11.
15、37222010.11.38232010.11.39242010.11.40252010.11.41262010.11.42272010.11.43282010.11.44292010.11.45302010.11.46312010.11.47322010.11.48332010.11.49342010.11.50352010.11.51362010.11.52372010.11.53382010.11.54392010.11.55402010.11.56412010.11.57422010.11.58432010.11.59442010.11.60452010.11.61备注施工延米空桩延米累计预留地静力压桩施工记录表建设单位：桩机型号：ZYJ800B 施工单位：接桩形式：CO2焊接 桩顶设计标高：-13.25 m 第 1 页序号日 期桩号 压桩起止时间下 桩中 桩上 桩送 桩桩顶标高(M)压荷吨位(KN)有效桩长（M）入土长度（M）备 注节长（M）表值(Mpa)节长（M）表值(Mpa)节长（M）表值(Mpa)长度（M）表值(Mpa)该表值压荷换算：主缸：1Mpa=164KN 主、副缸：1Mpa=328KN 工程项目负责人：现场记录：审核：监理（业主）
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