长螺旋钻孔泵压混凝土桩施工记录

1、长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注13252011-6-111:502:1020.9717.20-5.822.25集水坑22882011-6-112:132:2520.9717.20-5.822.27集水坑33262011-6-112:27

2、2:3920.9717.20-5.822.27集水坑43272011-6-112:402:5220.2217.20-5.072.2953382011-6-112:533:1520.2217.20-5.072.31762892011-6-113:173:2920.9717.20-5.822.33集水坑72512011-6-113:303:4220.2217.20-5.072.3182902011-6-113:433:5820.2217.20-5.072.3392992011-6-113:594:1320.2217.20-5.072.35103002011-6-114:144:2720.2217.

3、20-5.07 2.33112132011-6-114:304:4520.2217.20-5.072.35122522011-6-114:475:0020.2217.20-5.072.37132532011-6-115:015:1320.2217.20-5.072.29142642011-6-115:145:2620.2217.20-5.072.27152652011-6-115:285:4020.2217.20-5.072.31161762011-6-115:456:0020.2217.20-5.072.33172142011-6-116:036:1520.2217.20-5.072.351

4、82152011-6-116:166:2920.2217.20-5.072.33192222011-6-116:306:4220.2217.20-5.072.29202232011-6-116:436:5520.2217.20-5.072.27211392011-6-116:577:0920.2217.20-5.072.33221772011-6-117:117:2320.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北

5、新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注231782011-6-117:257:4620.2217.20-5.072.35241852011-6-117:477:5921.1717.20-6.02 2.33集水坑251862011-6-128:028:2421.1717.20-6.022.35集水坑261402011-6-128:268:3720.2217.20-5.072.37271

6、412011-6-128:388:4920.2217.20-5.072.29281422011-6-128:509:0221.1717.20-6.022.27集水坑291432011-6-129:039:1421.1717.20-6.022.31集水坑301382011-6-129:159:2220.2217.20-5.072.3331832011-6-129:239:3520.2217.20-5.072.3532992011-6-129:369:4821.6717.20-6.522.33电梯井33302011-6-129:4910:0120.2217.20-5.072.29341032011

7、-6-1210:0210:1320.2217.20-5.072.2735672011-6-12 2011-6-1310:1410:2620.2217.20-5.072.3336312011-6-1210:2710:3820.2217.20-5.072.3537142011-6-1210:3912:1620.2217.20-5.072.35381042011-6-1212:1712:2920.2217.20-5.072.3339682011-6-1212:3013:0820.2217.20-5.072.2940152011-6-1213:0913:2120.2217.20-5.072.27413

8、22011-6-1213:2213:3420.2217.20-5.072.33421052011-6-1213:3513:5820.2217.20-5.072.3543692011-6-1213:5914:1120.2217.20-5.072.3544162011-6-1214:1214:2420.2217.20-5.072.33施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22

9、cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注45332011-6-1214:2514:3720.2217.20-5.072.334652011-6-1214:3814:5020.2217.20-5.072.354762011-6-1214:5215:2020.2217.20-5.07 2.334872011-6-1215:1215:2420.2217.20-5.072.354982011-6-1215:2515:2720.2217.20-5.072.3750342

10、011-6-1215:2915:4120.2217.20-5.072.2951352011-6-1215:4215:5420.2217.20-5.072.2752372011-6-1215:5516:0821.6717.20-6.522.31电梯井53362011-6-1216:0917:0620.2217.20-5.072.3354702011-6-12 2011-6-1317:0717；1920.2217.20-5.072.3555712011-6-1217:2017:3220.2217.20-5.072.3356722011-6-1217:3317:4520.2217.20-5.072.

11、2957732011-6-1217:4617:4720.2217.20-6.522.27电梯井581062011-6-1217:4818:1320.2217.20-5.072.33591072011-6-1218:1418:2620.2217.20-5.072.35601082011-6-1218:2718:3720.2217.20-5.072.35611092011-6-1218:3818:4921.6717.20-6.522.33电梯井621442011-6-1218:5019:0520.2217.20-5.072.29631452011-6-1219：0619:1820.2217.20-

12、5.072.27641792011-6-1219:2019:3520.2217.20-5.072.33651462011-6-1219:3719:4920.2217.20-5.072.35661472011-6-1219:5020:0521.6717.20-6.522.35电梯井施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩

13、顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注671802011-6-1220:0520:1720.2217.20-5.072.25682162011-6-1220:1820:3320.2217.20-5.072.27691812011-6-1220:3620:5520.2217.20-5.072.27701822011-6-1220:5721:1020.2217.20-5.072.29712172011-6-1221:1321:2320.2217.20-5.072.31722542011-6-1221:2421:3

14、620.2217.20-5.072.33732182011-6-1221:3821:5020.2217.20-5.072.31742192011-6-1221:5422:1420.2217.20-5.072.33752552011-6-1222:1522:2520.2217.20-5.072.35762912011-6-12 2011-6-1322:2622:3820.2217.20-5.07 2.33773282011-6-1222:4022:5220.2217.20-5.072.35783562011-6-1222；5323:2020.2217.20-5.072.37792922011-6

15、-125:185:3021.5717.20-6.422.29集水坑803292011-6-125:315:4320.2217.20-5.072.27813572011-6-125:445:5620.2217.20-5.072.31823802011-6-125:576:0820.2217.20-5.072.33833812011-6-126:096:2720.2217.20-5.072.35842562011-6-126:306:4220.2217.20-5.072.33853582011-6-126:436:5621.5717.20-6.422.29集水坑863302011-6-126:57

16、7:1021.5717.20-6.422.27集水坑872932011-6-127:117:2421.5717.20-6.422.33集水坑882572011-6-127:257:3620.2217.20-5.072.35长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼

17、灌注量（m）备注893592011-6-127:397:5021.5717.20-6.422.25集水坑903312011-6-127:518:1321.5717.20-6.422.27集水坑912942011-6-138:048:1721.5717.20-6.422.27集水坑923602011-6-138:188:3020.2217.20-5.072.29933322011-6-138:319:0220.2217.20-5.072.31943612011-6-139:039:3020.2217.20-5.072.33953392011-6-139:319:4620.2217.20-5.07

18、2.31963622011-6-139:4810:0020.2217.20-5.072.33973632011-6-1310:0310:1620.2217.20-5.072.35983402011-6-1310:1710:4020.2217.20-5.07 2.33993412011-6-1310:4110:5220.2217.20-5.072.351003042011-6-1310:5311:0420.2217.20-5.072.371013032011-6-1311:0511:1820.2217.20-5.072.291023012011-6-1311:1911:3120.2217.20-

19、5.072.271033022011-6-1311:3211:4420.2217.20-5.072.311042582011-6-1311:4511:5920.2217.20-5.072.331052662011-6-1312:0112:5620.2217.20-5.072.351062672011-6-1312:5713:0920.2217.20-5.072.331072682011-6-1313:1113:2620.2217.20-5.072.291082242011-6-1313:2713:3920.2217.20-5.072.271092252011-6-1313:4013:4320.

20、2217.20-5.072.331102262011-6-1313:4514:0920.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注1112272011-6-1314:

21、1014:2220.2217.20-5.072.251121872011-6-1314:2314:3620.2217.20-5.072.271131882011-6-1314:3714:4920.2217.20-5.072.271141892011-6-1314:5016:2820.2217.20-5.072.291151902011-6-1316:2916:4120.2217.20-5.072.311161482011-6-1316:4217:0920.2217.20-5.072.331171582011-6-1317:1017:2620.2217.20-5.072.311181592011

22、-6-1317:2917:4020.2217.20-5.072.331191602011-6-1317:4218:0220.2217.20-5.072.351201152011-6-1318:0418:1621.6717.20-6.52 2.33电梯井121842011-6-1318:1718:2921.6717.20-6.522.35电梯井122442011-6-1318:3018:4221.6717.20-6.522.37电梯井1231162011-6-1318:4318:5521.6717.20-6.522.29电梯井124172011-6-1318:5619:0820.2217.20-

23、5.072.27125452011-6-1319:1019:2221.6717.20-6.522.31电梯井126852011-6-1319:2319:3521.6717.20-6.522.33电梯井1271172011-6-1319:3719:5021.6717.20-6.522.35电梯井128182011-6-1319:5120:0720.2217.20-5.072.33129462011-6-1320:0920:2121.6717.20-6.522.29电梯井130862011-6-1320:2220:3421.6717.20-6.522.27电梯井1311182011-6-1320:

24、3620:4620.2217.20-5.072.33132192011-6-1320:4721:1020.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注133472011

25、-6-1321:1021:2020.2217.20-5.072.25134872011-6-1321:2221:3520.2217.20-5.072.27135202011-6-1321:3621:5820.2217.20-5.072.27136212011-6-1322:0122:1820.2217.20-5.072.29137482011-6-1322:2022:3220.2217.20-5.072.31138492011-6-1322:3322:4520.2217.20-5.072.33139502011-6-1322:4723:0020.2217.20-5.072.3114088201

26、1-6-1323:0323:2020.2217.20-5.072.331411192011-6-1323:2523:3920.2217.20-5.072.35142892011-6-1323:4423:5720.2217.20-5.07 2.33143742011-6-1300:0000:1320.2217.20-5.072.351441202011-6-1300:1400:2620.2217.20-5.072.371451102011-6-1300:2900:4520.2217.20-5.072.291461612011-6-1300:491:4820.2217.20-5.072.27147

27、1622011-6-131:492:0020.2217.20-5.072.311481492011-6-132:012:1620.2217.20-5.072.331491912011-6-132:172:3120.2217.20-5.072.351501922011-6-132:342:4920.2217.20-5.072.331511932011-6-132:503:0520.2217.20-5.072.291522282011-6-133:073:1920.2217.20-5.072.271532292011-6-133:203:3420.2217.20-5.072.33154230201

28、1-6-133:363:4820.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注1552692011-6-133:504:0520.2217.20-5.072.25156

29、3822011-6-134:084:2020.2217.20-5.072.271573642011-6-134:234:3620.2217.20-5.072.271583422011-6-134:384:5020.2217.20-5.072.291593052011-6-134:575:1020.2217.20-5.072.311603832011-6-135:115:2420.2217.20-5.072.331613652011-6-135:255:3720.2217.20-5.072.311623432011-6-135:385:5820.2217.20-5.072.33163366201

30、1-6-136:006:1820.2217.20-5.072.351642702011-6-136:196:3820.2217.20-5.07 2.331653062011-6-136:396:5120.2217.20-5.072.351663442011-6-136:527:1020.2217.20-5.072.371672712011-6-137:117:2320.2217.20-5.072.291683072011-6-137:247:3720.2217.20-5.072.271693672011-6-137:387:5520.2217.20-5.072.311703452011-6-1

31、47:568:2220.2217.20-5.072.331713462011-6-148:238:3420.2217.20-5.072.351723052011-6-148:358:4620.2217.20-5.072.331733092011-6-148:478:5920.2217.20-5.072.291743102011-6-149:009:1220.2217.20-5.072.271753112011-6-149:139:2520.2217.20-5.072.331762722011-6-149:269:3620.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监

32、理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注1772732011-6-149:399:5220.2217.20-5.072.251782742011-6-149:5310:0420.2217.20-5.072.271792752011-6-

33、1410:0510:1720.2217.20-5.072.271802312011-6-1410:1810:3020.2217.20-5.072.291812432011-6-1410:3111:3520.2217.20-5.072.311822442011-6-1411:3611:4820.2217.20-5.072.331832452011-6-1411:4912:3020.2217.20-5.072.311841942011-6-1412:3113:1220.2217.20-5.072.331851952011-6-1413:1313:2520.2217.20-5.072.3518619

34、62011-6-1413:2613:3920.2217.20-5.07 2.331871972011-6-1413:4013:5220.2217.20-5.072.351881502011-6-1413:5314:0520.2217.20-5.072.371891112011-6-1414:0614:1920.2217.20-5.072.29190752011-6-1414:2014:4020.2217.20-5.072.27191512011-6-1414:4214:5520.2217.20-5.072.311921632011-6-1414:5715:2120.2217.20-5.072.

35、331931212011-6-1415:2215:3420.2217.20-5.072.35194902011-6-1415:3515:4820.2217.20-5.072.33195522011-6-1415:4916:0120.2217.20-5.072.291961642011-6-1416:0216:2820.2217.20-5.072.271971222011-6-1416:2916:4120.2217.20-5.072.33198912011-6-1416:4216:5520.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施

36、工记录 工程名称： 泊头万和书香园5#住宅楼桩基工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注199532011-6-1416:5617:0620.2217.20-5.072.252001652011-6-1417:0717:1920.2217.20-5.072.272011232011-6-1417:2117:3320.

37、2217.20-5.072.27202922011-6-1417:3417:5120.2217.20-5.072.29203542011-6-1417:5218:1020.2217.20-5.072.31204222011-6-1418:1118:2320.2217.20-5.072.33205552011-6-1418:2418:3520.2217.20-5.072.31206562011-6-1418:3618:4220.2217.20-5.072.33207382011-6-1418:4518:5920.2217.20-5.072.35208572011-6-1419:0019:1220

38、.2217.20-5.07 2.33209932011-6-1419:1319:2520.2217.20-5.072.35210762011-6-1419:2719:3920.2217.20-5.072.37211772011-6-1419:4019:5220.2217.20-5.072.29212942011-6-1419:5320:0520.2217.20-5.072.272131242011-6-1420:0720:1920.2217.20-5.072.312141122011-6-1420:2020:3320.2217.20-5.072.332151132011-6-1420:3520

39、:4720.2217.20-5.072.352161252011-6-1420:5021:0320.2217.20-5.072.332171662011-6-1421:0421:1820.2217.20-5.072.292181512011-6-1421:2021:4020.2217.20-5.072.272191982011-6-1421:451:0120.2217.20-5.072.332201522011-6-141:021:5820.2217.20-5.072.35施工负责人： 技术负责人： 记录员： 监理工程师：长螺旋钻孔泵压混凝土桩施工记录 工程名称： 泊头万和书香园5#住宅楼桩基

40、工程 设计桩长： 16.7m 混凝土强度等级：c15 施工单位： 河北新河基础工程有限责任公司 设计桩径： 400mm 混凝土坍落度： 16-22cm 建设单位： 河北五环房地产开发有限公司 设计桩顶标高： -5.070 钻机编号： 1# 序号桩号施工日期开始时间结束时间孔深（m）实际桩长（m）桩顶标高砼灌注量（m）备注2211672011-6-142:002:1220.2217.20-5.072.252221992011-6-142:132:2520.2217.20-5.072.272232002011-6-142:262:3820.2217.20-5.072.272242012011-6-

41、142:392:5020.2217.20-5.072.292252462011-6-142:533:0520.2217.20-5.072.312262322011-6-143:083:2120.2217.20-5.072.332272762011-6-143:233:3520.2217.20-5.072.312283122011-6-143:403:5220.2217.20-5.072.332293472011-6-143:534:0520.2217.20-5.072.352302772011-6-144:074:1920.2217.20-5.07 2.332313682011-6-144:204:3520.2217.20-5.072.352323132011-6-144:364:5020.2217.20-5.072.372333482011-6-144:575:0220.2217.20-5.072.292342332011-6-145:035:1520.2217.20-5.072.272353692011-6-145:165:2820.2217.20-5.072.312362782011-6-1