护坡桩施工记录表

来源：抵帆知识网

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号1234567施工日期06-12-706-12-706-12-706-12-806-12-806-12-806-12-806-12-906-12-9护筒标高(m)0.600.600.600.600.600.600.600.600.60桩顶标高-0.40-0.40-0.40-0.40-0.40-0.40-0.40-0.40-0.40-1.40-0.40-0.40-0.40-0.40-1.40-0.40-1.40-0.40-0.40-0.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高0.400.400.400.400.400.400.400.400.40-0.600.400.400.400.40-0.600.40-0.600.400.400.40 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间3:405:00成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)4010010050150100501005010050100100501005010050401027272727272727272727272727272727272727277:501:4515:005:009:0014:4020:5015:008:3017:3019:2023:204:0011:1015:1017:306:300:407:008:008:302:2015:306:0010:0015:2021:2017:2010:3021:0020:300:004:3012:0015:5220:407:101:508:008:209:103:0016:507:3011:3017:1022:1018:1011:4021:4021:001:305:5014:0016:1521:357:303:209:309:2021020021020021020021020020020021020021020020019021020021019013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.00 15.0015.0015.0015.0015.0015.0015.0014.5015.0015.0015.0015.0015.0015.0015.0015.0015.0015.001.12 1.121.121.121.121.121.121.121.091.121.121.121.121.121.121.121.121.121.12编号东-C-15东-C-11东-C-13东-C-10东-C-8东-C-14东-C-12东-C-7东-C-16备注3:4027.8027.761:0027.4027.3011:0014:5027.4027.3023:304:0027.5027.4:008:4627.4027.2511:0013:5527.5027.4017:3020:0027.5527.5011:4014:2527.6027.5023:007:0027.7027.6510:0017:0027.1027.0014:0017:1027.5027.4517:4021:3027.6027.5022:303:5027.3027.206:3010:3027.5027.4511:0014:3027.4027.3012:0016:0027.4027.353:106:0027.4027.3010西-B-5511东-C-112东-C-1713东-C-314东-C-515西-B-5316东-C-217西-B-5118东-C-419东-C-620东-C-3606-12-10-0.3306-12-100.6006-12-100.6006-12-100.6006-12-110.6006-12-11-0.3306-12-110.6006-12-120.6706-12-120.5606-12-130.5606-12-140.1722:101:0027.4027.3:004:006:4027.3027.267:1027.3027.29 审核：记录：1

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期护筒标高(m)桩顶标高-1.40-1.40-0.40-0.40-0.40-0.40-1.40-1.40-0.40-0.40-0.40-1.40-0.40-0.40-0.40-0.40-0.40-0.40-0.40-1.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高-0.60-0.600.400.400.400.40-0.60-0.600.400.400.40-0.600.400.400.400.400.400.400.40-0.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)1001001001008010010010202010080508010010010040100272727272727272727272727272727272727272715:2017:3017:501:0012:3015:0020:0023:0020:152:308:3014:3019:551:306:0611:0014:3521:306:3011:3016:1518:0018:551:3513:0016:1020:300:4121:403:008:5916:1520:402:407:1012:0016:1023:107:3012:4016:5219:0019:402:2013:4017:0021:201:3022:203:5911:0016:3521:304:008:0012:3016:4023:558:2013:2019019021021020020020021020020021019020020021019021021020020013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.001.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.121.12编号备注21西-B-6022西-B-4923东-C-3824东-C-3225东-C-4026东-C-2427西-B-28西-B-5229东-C-2830东-C-2931东-C-3332西-B-5033东-C-3134东-C-3535东-C-2936东-C-3737东-C-2738东-C-3039东-C-20西-B-5806-12-140.1806-12-140.7806-12-140.5006-12-140.5806-12-150.6006-12-150.8006-12-150.6806-12-15-0.3806-12-150.3406-12-150.6006-12-160.5006-12-160.1306-12-160.6006-12-160.4306-12-170.8106-12-170.6206-12-170.8006-12-170.9006-12-180.6506-12-180.467:3010:3027.9027.8011:0013:0027.3027.2013:3015:0027.4027.3917:0022:3027.3027.300:008:0027.4027.308:3014:2527.5027.4213:0018:1027.2027.1013:0020:0027.3027.2016:0017:2027.1027.0921:301:4027.4027.382:007:3027.4027.386:1011:0027.8027.7016:0018:4027.5027.4221:300:3027.5027.451:306:005:1027.5027.429:5027.4027.3010:3014:0027.4027.3017:2020:2027.5027.402:006:0027.4027.366:2010:0027.2027.10 审核：记录：2

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期护筒标高(m)桩顶标高-1.40-0.40-0.40-1.40-0.40-1.40-0.40-1.40-1.40-0.40-1.40-1.40-0.40-0.40-1.40-1.40-1.40-1.40-1.40-1.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高-0.600.400.40-0.600.40-0.600.40-0.60-0.600.40-0.60-0.600.400.40-0.60-0.60-0.60-0.60-0.60-0.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)2050703050302050207020202010301020101020272727272727272727272727272727272727272722:1517:2023:307:205:4010:3512:3017:3019:1020:355:407:402:307:3014:1012:1016:153:5021:0023:3023:0018:000:108:096:1011:1313:1020:2021:5821:255:508:193:008:1014:5514:0016:374:2021:4523:5023:4018:451:108:476:4011:4717:0020:5522:2822:506:358:553:409:0415:1214:4017:025:1022:350:2520020021020020020020020020020020020021020020020020020119020013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.0015.0015.0014.5015.0015.0021.0014.5014.5015.0014.5014.5015.0015.0014.5015.0014.5015.0015.0014.501.121.121.121.091.121.121.571.091.091.121.091.091.121.121.091.121.091.121.121.09编号备注41西-B-3842东-C-1943东-C-2344西-B-35东-C-2146西-B-2147东-C-1848西-B-3449西-B-1950东-C-4251西-B-3752西-B-1753东-C-20东-C-4455西-B-3556东-B-257西-B-2058西-B-1859东-B-460西-B-3306-12-180.3606-12-180.6006-12-180.4106-12-180.3406-12-190.1206-12-190.1406-12-190.3906-12-190.2806-12-190.1006-12-190.4006-12-190.2906-12-190.1106-12-190.4206-12-200.3706-12-200.2506-12-200.2406-12-200.0806-12-200.1306-12-200.2406-12-200.2810:2821:1027.9827.9610:4014:5027.5027.4520:0022:3027.3027.2322:256:3028.0027.971:300:105:3027.1027.058:5027.8027.777:0011:3527.3027.288:5016:4027.9527.9011:3516:5527.7327.7118:0020:1526.7026.6320:4:3027.27.8722:304:5827.7527.7323:001:1527.3027.282:005:3027.3027.297:1013:1027.8827.859:0011:2528.1028.099:3014:0027.7227.7017:002:3527.7427.7317:0019:4028.2028.1915:2021:3027.9027.88 审核：记录：3

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期护筒标高(m)桩顶标高-0.40-1.40-1.40-1.40-1.40-1.400.400.40-1.40-1.40-0.40-1.40-1.40-1.40-0.40-1.40-1.40-1.40-1.40-1.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高0.40-0.60-0.60-0.60-0.60-0.60-0.40-0.40-0.60-0.600.40-0.60-0.60-0.600.40-0.60-0.60-0.60-0.60-0.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)1020501020301001004020100303040100502050204027272727272727272727272727272727272727272:307:457:102:1023:3521:150:106:3010:0012:3513:1016:4021:4023:5018:000:106:104:0020:5012:003:008:047:402:400:2022:051:207:4010:5013:0514:1517:0522:000:3021:351:006:5:5521:0512:253:498:278:103:300:5022:451:558:1511:2513:3714:5517:3022:451:1022:201:507:195:5022:3513:0022020022022022019022022022022021021021021019022022022019020013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.0014.5015.0014.5014.5015.0015.0015.0014.5014.5015.0014.5014.5014.5015.0015.0014.5015.0015.0014.501.121.091.121.091.091.121.121.121.091.091.121.091.091.091.121.121.091.121.121.09编号备注61东-C-4162西-B-2263东-B-6西-B-1665西-B-2466东-B-867东-C-2268东-C-2469西-B-2770西-B-1571东-C-2672西-B-3273西-B-2574西-B-3075东-C-976东-B-177西-B-2378东-B-979西-B-5980西-B-2806-12-200.1006-12-210.1806-12-210.2206-12-210.1406-12-210.1706-12-210.1506-12-210.3506-12-220.06-12-220.1906-12-220.1006-12-220.6006-12-220.3306-12-220.2106-12-220.3306-12-220.4006-12-220.3006-12-230.2006-12-220.3006-12-200.2506-12-230.3210:001:1026.8026.790:202:007:0527.8227.806:0028.0027.955:1023:4027.7527.748:3522:5527.8027.7:1520:1028.0027.9721:3023:2027.5027.400:002:406:1027.4027.309:4027.8427.807:2011:1527.7327.718:0012:5027.4027.3010:5516:1027.9727.9414:0020:4028.0528.0217:0022:5027.9527.9115:3017:0027.5027.4019:3022:0028.0027.950:001:308:305:1027.8327.814:0028.2028.1506-27.3227.3012-231:1011:2028.0027.96 审核：记录：4

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期护筒标高(m)桩顶标高-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间6:30成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)4020206010301060204010030100201001001005020100272727272727272727272727272727272727272710:0015:1021:450:056:1019:255:0022:4516:5012:3019:402:004:0011:5510:4020:1017:2011:3021:108:1510:3016:1523:150:406:5820:306:301:2017:2013:2021:003:305:5013:0012:0020:4018:0012:1022:109:0011:3017:0523:451:307:2021:107:102:0017:5814:1021:304:106:3013:2912:4021:2018:5013:5023:009:3022022022022022022022022020020020020020020021021021021021020013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.0017.0014.5015.0014.5014.5014.5015.0014.5015.0015.0014.5015.0014.5015.0014.5015.0017.5015.0015.001.121.271.091.121.091.091.091.121.091.121.121.091.121.091.121.091.121.311.121.12编号备注81东-B-382东-B-583西-B-3184东-B-785西-B-2986西-B-2687西-B-1088西-B-8西-B-1290西-B-691西-B-4 92西-B-1493西-B-794西-B-1195西-B-296西-B-1397西-B-598西-B-399西-B-1\"100西-B-106-12-230.3306-12-230.4306-12-230.3306-12-230.2206-12-240.3106-12-240.2906-12-240.1106-12-24-0.4806-12-250.1206-12-250.3706-12-25-0.6006-12-250.1506-12-26-0.3706-12-260.1706-12-26-0.5506-12-260.1506-12-260.3906-12-270.3406-12-270.4306-12-28-0.4:1528.1028.0612:0014:0028.0027.9813:0021:0027.9527.9318:0020:2028.0027.940:105:5027.9427.9312:0018:1527.9327.9023:155:1027.7327.7217:0021:3227.3027.247:1016:1027.7527.739:0011:1027.3027.2614:3018:4027.0026.9017:000:3527.8027.770:003:1527.4027.302:2011:3027.8027.787:3010:0027.8027.7012:2019:2027.8027.7014:0016:0027.2027.107:0010:3527.4027.3516:0020:3027.3027.284:007:4027.3027.20 审核：记录：5

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期护筒标高(m)桩顶标高-1.40-1.40-1.40-1.40-1.40-1.40-1.40-1.40-0.40-1.40-1.40-0.40-1.40-1.40-2.00-1.40-2.00-0.40-2.00-0.40设计桩长(m)26.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6018.0026.6018.0026.6018.0026.60笼顶标高-0.60-0.60-0.60-0.60-0.60-0.60-0.60-0.600.40-0.60-0.600.40-0.60-0.60-1.00-0.60-1.000.40-1.000.40 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)50100100000101001001405050501001001005050100100272727272727272727272727272719271927192715:0012:5018:200:053:506:4510:3014:1517:2023:103:208:4514:0016:4020:0023:303:008:1011:4015:3515:3013:5020:302:004:407:0511:2015:2020:0023:504:009:4514:4016:5821:500:453:408:4012:4516:0017:3014:4021:002:306:107:3012:3015:4020:300:104:2510:2015:3017:3522:101:204:109:5013:2016:4520019020022022019019019021021021021021021021020020020020020013.3513.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.369.2913.369.2913.369.2913.3617.0015.0015.0015.0017.5015.5017.0015.0017.5015.0015.0015.0018.0015.0010.5015.0010.5015.0010.5015.001.271.121.121.121.311.161.271.121.311.121.121.121.351.121.131.121.131.121.131.12编号备注101西-B-9102西-B-61103西-B-57104东-B-15105西-B-70106东-B-13107西-B-56108西-B-74109东-A-1110西-B-72111东-B-11112东-A-3113西-B-69114东-B-12115西-塔-2116东-B-14117西-塔-1118东-A-2119西-塔-3120东-A-406-12-28-0.5007-1-307-1-307-1-307-1-407-1-407-1-407-1-407-1-407-1-407-1-407-1-507-1-507-1-507-1-507-1-507-1-607-1-607-1-607-1-6-0.29-0.500.18-0.320.20-0.07-0.200.20-0.070.110.13-0.470.40-0.210.40-0.370.26-0.130.1211:3014:3027.7027.659:3012:2027.4027.3015:0017:2027.6027.5020:0023:1027.8027.800:003:307:303:2027.5027.506:3028.0028.009:4027.7027.6911:0013:5027.4027.3014:3017:0027.5027.4018:3020:5527.6027.4622:002:5027.9027.855:408:2526.9026.858:0013:2027.1027.0513:5016:1028.0027.9018:0019:4019.8019.7021:0023:0027.8027.7018:0019:4019.8019.7:007:0026.9026.858:3011:2019.9019.8012:2014:4526.8026.70 审核：记录：6

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期07-1-607-1-607-1-707-1-707-1-707-1-707-1-707-1-807-1-807-1-807-1-807-1-807-1-807-1-907-1-907-1-9护筒标高(m)-0.14-0.050.430.21-0.050.00-0.51-0.51-0.100.15-0.140.20-0.140.20-0.23-0.14桩顶标高-2.00-0.40-1.40-0.40-0.40-0.40-1.40-0.40-1.40-0.40-1.40-0.40-1.40-0.40-1.40-1.40-1.40-1.40-0.40-1.40设计桩长(m)18.0026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.6026.60笼顶标高-1.000.40-0.600.400.400.40-0.600.40-0.600.40-0.600.40-0.600.40-0.60-0.60-0.60-0.600.40-0.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)10050100501001005050200302030100200100100505050192727272727272727272727272727272727272719:400:055:088:3013:4020:000:205:209:3013:0015:5020:000:0515:3018:3023:001:5012:2016:3021:2019:501:586:0810:0514:1021:101:306:0010:0013:0516:1021:200:5216:2019:3023:402:5013:3017:1022:0020:302:306:3210:3014:5822:001:506:2010:4014:0017:0022:401:2517:3021:000:103:2014:1518:0023:102002002002002002002002002002002102001901902102102002002102009.2913.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3610.5015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0018.0015.0017.0015.0015.0015.0015.0015.0015.001.131.121.121.121.121.121.121.121.121.121.121.351.121.271.121.121.121.121.121.12编号备注121西-塔-4122东-A-12123东-B-10124东-A-10125东-A-8126东-A-5127西-B-77128东-A-9129西-B-75130东-A-7131西-B-73132东-A-11133西-B-76134东-A-6135西-B-68136北-B-3137东-B-16138北-B-1139东-C-43140西-B-6216:3018:2519.9019.8019:3023:2026.8026.752:305:305:0028.2028.108:1526.9026.8510:3013:2026.6026.5016:2019:3026.6026.5020:0023:5027.1027.050:106:304:2026.7026.659:0027.7027.6:3012:3026.8026.8013:3015:2027.5027.4717:0019:1526.8026.7820:3022:2027.5027.4710:0014:0026.8026.7015:0018:0027.5027.3020:0022:0027.5027.400:301:4027.6027.5007-1-10-0.1807-1-1007-1-100.750.098:0011:4027.5027.4513:3016:1026.7026.6519:0020:5027.2027.1507-1-10-0.48 审核：记录：7

混凝土灌注桩施工记录

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)100100505050010805050100901001005050900503027272727272727272727272727272727272727271:209:4017:3021:107:3012:0013:5819:3023:200:106:3016:1023:004:1511:2015:5020:0023:203:4014:002:4010:4020:0022:307:5012:4014:2020:1023:553:007:0016:400:005:3912:0016:2020:500:0:1515:003:2011:3020:450:108:3013:2015:3021:000:303:307:3017:300:406:1712:4017:1022:500:304:5515:5020020020020020020020020020020020021019019020020021021021020013.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3613.3615.0015.0015.0016.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0015.0020.5015.0015.0016.001.121.121.121.201.121.121.121.121.121.121.121.121.121.121.121.121.531.121.121.20编号备注141北-B-4142西-B-143西-B-66144北-B-5145西-B-63146西-B-65147西-B-67148西-B-48149北-B-2150西-B-46151西-B-44152西-B-39153西-B-421西-B-47155西-B-40156西-B-45157西-B-71158西-B-43159西-B-41160北-B-607-1-10-0.1707-1-11-0.6507-1-11-0.8707-1-11-0.1807-1-11-0.9207-1-12-0.2707-1-13-0.6507-1-1307-1-130.010.0722:001:0527.4527.355:108:4527.1027.0014:0016:3026.8026.7518:3020:4027.7527.7021:206:1026.9026.859:0011:2527.5027.5010:3013:2126.9526.9414:3019:0027.7027.6219:3022:0027.7027.6523:001:5527.6027.553:006:0027.7027.6007-1-13-0.0607-1-14-0.0707-1-14-0.3407-1-14-0.0607-1-150.1713:3015:4027.3027.2120:0022:2527.6027.501:003:4027.9027.8007-1-15-0.6507-1-150.157:3010:4727.7027.6513:0015:2927.4527.4015:3019:4027.3027.2120:4022:5027.6027.601:003:1027.6027.5507-1-15-0.3507-1-15-0.0407-1-16-0.1807-1-180.0011:0014:0027.6027.57 审核：记录：8

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期07-1-1907-1-2007-1-2207-1-2307-2-407-2-407-2-407-2-507-2-507-2-507-2-507-2-507-2-607-2-607-2-607-2-607-2-707-2-707-2-807-2-8护筒标高(m)0.100.200.200.30-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40-6.40桩顶标高-4.40-6.40-3.80-3.80-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40-10.40设计桩长(m)23.6021.6024.2024.2020.6022.1020.6017.6022.1020.6017.6017.6017.6022.1017.6022.1017.6020.6022.1020.60笼顶标高-3.60-5.60-3.00-3.00-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60-9.60 钻杆垂直度好否√√√√√√√√√√√√√√√√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)501503050501005010010000100100010010010010050100242210:4010:4011:0011:0523:305:0013:1018:3023:259:0011:5014:5023:100:2012:2015:0018:0019:3020:169:309:1014:0011:5511:450:307:0014:0019:400:409:5012:5015:5023:501:3012:4515:3019:0020:3021:0010:109:5514:50200200220220220220220220220220220220 22020020020020020020022011.8610.8512.1612.1610.3511.1010.358.8411.1010.358.848.848.8411.108.8411.108.8410.3511.1010.3515.0012.5018.5013.5011.5012.5011.5010.5011.5011.5010.0011.0010.5012.5010.5012.5011.0011.5012.5014.001.271.151.521.111.111.131.111.191.041.111.131.241.191.131.191.131.241.111.131.35编号备注161北-B-7162北-B-8163北-B-91北-B-10165北-F-11166北-F-1167北-F-13168北-E-5169北-F-5170北-F-10171北-E-3172北-E-6173北-E-1174北-F-2175北-E-4176北-F-6177北-E-2178北-F-16179北-F-9180北-F-128:0010:0024.7024.657:0010:3027.8027.6514:0016:4024.3024.271:104:0023.8023.7524.623:0024.6214:3012:409:5012:1524.8024.7514:3017:3026.8026.7019:3022:0024.3024.256:008:0021.9021.8022.518:00211822:208:208:3010:5526.5026.4012:0014:1024.4024.4015:2016:5022.0022.0017:0019:1021.8021.708:3010:5022.4022.3011:3013:3026.5026.5014:0015:4022.3022.2016:4018:3026.5026.4014:0017:0022.4022.3015;2019:1026.5026.406:308:3026.9526.9022.511:102118181814:3020:100:0011:4022.514:201817:1022.519:00182122.52120:008:508:5013:308:5013:0024.7024.60 审核：记录：9

混凝土灌注桩施工记录

工程名称：华彬国际大厦酒店序号施工日期07-2-807-2-807-2-907-2-907-2-9护筒标高(m)-6.40-6.40-6.40-6.40-6.40桩顶标高-10.40-10.40-10.40-10.40-10.40设计桩长(m)20.6022.1020.6022.1022.10笼顶标高-9.60-9.60-9.60-9.60-9.60 钻杆垂直度好否√√√√√开钻时间成孔时间护坡桩直径:800mm

混凝土强度：C25

混凝土坍落度：180～220mm

±0＝39.10

钻孔浇筑前沉渣钢筋现场坍混凝土浇灌下笼理论灌注实际灌注充盈深度深度厚度笼笼落度时间量(m3)量(m3)系数(m)(m)(mm)长(m)开灌时间完成时间(mm)1001001001001002116:1016:3020:5019:3019:3019:3017:2021:4020:3020:3020:30200200 19019019010.3511.1010.3511.1011.1010.5015.0011.5013.5013.001.011.351.111.221.17编号备注181北-F-15182北-E-7183北-F-14184北-F-8185北-F-314:0015:5025.4025.3017:0019:1026.8026.707:009:3025.4025.3022.519:302118:3011:5014:0526.3026.2016:0018:2027.4027.3022.518:3022.518:30 审核：记录：10

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