超流态桩混凝土灌注桩施工记录

1、混凝土灌注桩施工记录监理工程师(建设单位代表)施工技术负责人：施工质检员:主要操作人 员：记录人:C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻?机成孑L混凝土浇筑桩位编号成孔时间日/月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注3194/58: 2840040011:6011:60-1:00012:606-0:35-0:354/58: 28-0:85-0

2、:801:461:531:053208.: 4540040011:6011:60-0:9812:586-0:35-0:338: 45-0:85-0:821:461:561:073189: 3040040011:6011:60-1:00212:603-0:35-0:359: 30-0:85-0:851:461:511:043179: 4540040011:6011:60-1:00012:605-0:35-0:359: 45-0:85-0:851:461:531:0531611: 1240040011:6011:60-0:9812:587-0:35-0:3511 : 12-0:85-0:851:4

3、61:541:0631511: 2540040011:6011:60-1:00312:606-0:35-0:3511: : 25-0:85-0:841:461:541:0631311: 4540040011:6011:60-1:00012:606-0:35-0:3511: : 45-0:85-0:851:461:531:0531412 0040040011:6011:60-0:9812:585-0:35-0:3212 : 00-0:85-0:851:461:561:0731212 2540040011:6011:60-1:00012:606-0:35-0:3512 : 25-0:85-0:85

4、1:461:511:0431012 4040040011:6011:60-1:00012:605-0:35-0:3512 : 40-0:85-0:801:461:511:0431113: 0040040011:6011:60-0:9812:586-0:35-0:3513: 00-0:85-0:851:461:531:0530914: 2040040011:6011:60-1:00012:606-0:35-0:3314: 20-0:85-0:851:461:541:0630814: 3540040011:6011:60-1:00012:606-0:35-0:3514: 35-0:85-0:851

5、:461:531:05246锚14: 5040040011:6011:60-0:9812:585-0:55-0:5114: 50-1:05-1:051:461:541:06245锚15: 1040040011:6011:60-1:00012:604-0:55-0:5515: 10-1:05-1:001:461:541:06247试15: 2540040011:6011:60-1:00012:606-0:55-0:5515: 25-1:05-1:051:461:561:07249锚15 3740040011:6011:60-0:9812:585-0:55-0:5315 : 37-1:05-1:0

6、11:461:541:06C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻孔机成孑L混凝土浇筑桩位编号成孔时间日/ 月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地 面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注248锚15: 5340040011.6011:60-1:00012:605-0:55-0:5515: 53-1:05-1:031:461:561:0725216. 1540040011.6011:

7、60-0:9812:586-0:70-0:6816: 15-1:20-1:151:461:541:0625516 3740040011.6011:60-1:00212:605-0:70-0:7016 37-1:20-1:201:461:541:0625416: 5040040011.6011:60-1:00012:603-0:70-0:7016: 50-1:20-1:201:461:561:0725117: 1240040011:6011:60-0:9812:585-0:70-0:7017: 12-1:20-1:141:461:511:0425317 2540040011:6011:60-1:

8、00312:606-0:70-0:6917 25-1:20-1:201:461:541:0625017: 4040040011:6011:60-1:00012:605-0:70-0:7017: 40-1:20-1:201:461:561:07257锚18 0040040011:6011:60-0:9812:586-0:35-0:3518 00-0:85-0:811:461:531:05256锚18 1340040011:6011:60-1:00012:606-0:35-0:3518 13-0:85-0:851:461:541:06258试18: 2540040011:6011:60-1:000

9、12:605-0:35-0:3518: 25-0:85-0:851:461:541:06260锚18: 4040040011:6011:60-0:9812:585-0:35-0:3418: 40-0:85-0:851:461:561:07259锚18 5940040011:6011:60-1:00012:587-0:35-0:3518 59-0:85-0:851:461:511:0426319 1440040011:6011:60-1:00012:605-0:75-0:7519 14-1:25-1:101:461:541:0626819: 3040040011:6011:60-0:9812:3

10、86-0:75-0:7519: 30-1:25-1:151:461:561:0721619: 4640040011:6011:60-1:00012:386-1:00-0:9919: 46-1:50-1:451:461:541:0621520 0540040011:6011:60-1:00012:453-1:00-1:002Q 05-1:50-1:431:461:561:07主要操作施工监理工程师施工技术负责人：质检员:记录人:(建设单位代表)(建设单位代表)负责人：质检员:记录人:C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻

11、孔机成孑L混凝土浇筑桩位编号成孔时间日/月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地 面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注21420. 2540040011.6011.600-1.00012.406-1.00-1.0020. 25-1.50-1.001.461.581.0821220. 3240040011.6011.600-0.9812.587-1.00-0.9820. 32-1.50-1.451.461.561.0721320. 5640040011.

12、6011.600-1.00212.605-1.00-1.0020. 56-1.05-1.001.461.561.0721121: 1540040011.6011.650-1.00012.658-1.00-1.0021 : 15-1.50-1.501.461.551.0621021: 2940040011.6011.670-0.9812.656-1.00-1.0021 : 29-1.05-1.011.471.571.0720921. 5040040011.6011.640-1.00312.677-1.00-1.0021. 50-1.50-1.451.461.551.0620722. 184004

13、0011.6011.620-1.00012.605-0.70-0.6722. 18-1.20-1.121.461.551.0620822 3040040011.6011.600-0.9812.586-0.70-0.7022: 30-1.20-1.201.461.561.0720622. 5640040011.6011.600-1.00012.605-0.70-0.7022. 56-1.20-1.151.461.551.0620523: 2040040011.6011.620-1.00012.627-0.70-0.7023: 20-1.20-1.201.461.551.0620323. 3940

14、040011.6011.580-0.9812.565-0.70-0.7023. 39-1.20-1.131.451.521.0520223: 5040040011.6011.620-1.00012.626-0.70-0.6623: 50-1.20-1.161.461.561.0720424: 1340040011.6011.610-1.00012.617-0.70-0.7024 : 13-1.20-1.131.461.531.05198锚24. 5040040011.6011.620-0.9812.606-0.55-0.5524. 50-1.05-1.051.461.561.07201锚5/5

15、5: 0540040011.6011.580-1.00012.585-0.55-0.555/55: 05-1.05-1.011.451.571.08199试5 . 3040040011.6011.500-1.00012.508-0.55-0.535.: 30-1.05-1.001.441.541.07197锚5 : 4940040011.6011.620-1.00012.627-0.55-0.555.: 49-1.05-1.051.461.561.07主要操作施工技术施工监理工程师监理工程师(建设单位代表)施工技术负责人：施工质检员:主要操作人 员：记录人:C5-14工程名称荣兴新城B-08#

16、楼施工单位哈尔滨市机械工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻孔机成孑L混凝土浇筑桩位编号成孔时间日/月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注200锚6.: 1540040011.6011.580-1.00012.587-0.55-0.556.: 15-1.05-1.001.451.511.041446: 3440040011.6011.580-0.9812.565-0.35-0.356 : 34-0

17、.85-0.801.451.541.061436: 5640040011.6011.640-1.00212.667-0.35-0.336 : 56-0.85-0.851.461.551.061457: 2540040011.6011.600-1.00012.605-0.35-0.357 : 25-0.85-0.811.461.561.071407: 5040040011.6011.580-0.9812.566-0.35-0.357 : 50-0.85-0.851.451.541.06139& 1340040011.6011.580-1.00312.618-0.35-0.358.: 13

18、-0.85-0.801.451.511.04142& 3040040011.6011.600-1.00012.605-0.35-0.308.: 30-0.85-0.851.461.551.061418: 5040040011.6011.620-0.9812.605-0.35-0.358 : 50-0.85-0.851.461.551.061559: 2340040011.6011.560-1.00012.565-0.35-0.359.: 23-0.85-0.851.451.521.051539: 4540040011.6011.620-1.00012.627-0.35-0.359 :

19、45-0.85-0.791.461.581.0815410 0540040011.6011.560-0.9812.548-0.35-0.3510: 05-0.85-0.851.451.541.0615210 2940040011.6011.600-1.00012.607-0.35-0.3110 : 29-0.85-0.851.461.521.0415110 4340040011.6011.520-1.00012.525-0.50-0.5010 : 43-1.00-0.981.451.511.0414911: 2240040011.6011.620-0.9812.608-0.50-0.5011.

20、 : 22-1.00-1.001.461.551.0614711: 4640040011.6011.580-1.00012.586-0.50-0.4811. : 46-1.00-0.991.451.541.0615013: 1040040011.6011.620-1.00112.638-0.50-0.5013: 10-1.00-1.001.461.531.0514813: 2540040011.6011.570 | -1.00812.656-0.50-0.4513 : 25-1.00-1.001.451.551.07监理工程师(建设单位代表)施工技术负责人：施工质检员:主要操作人 员：记录人:

21、C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻孔机成孑L混凝土浇筑桩位编号成孔时间日/月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注14613: 4740040011.6011.610-1.00012.616-0.50-0.5013 : 47-1.00-0.861.461.561.0715814: 1240040011.6011.620-0.9812.60

22、8-0.75-0.7214: 12-1.25-1.161.461.551.0616314: 3840040011.6011.570-1.00212.597-0.75-0.7514 : 38-1.25-1.251.451.551.0716015. 0540040011.6011.620-1.00012.624-0.75-0.7515: 05-1.25-1.201.461.551.0615715 3640040011.6011.550-0.9812.536-0.75-0.7515 : 36-1.25-1.251.451.541.0616215 5940040011.6011.520-1.00312

23、.554-0.75-0.7515 : 59-1.25-1.251.451.521.0515616 1740040011.6011.620-1.00012.625-0.75-0.7116: 17-1.25-1.191.461.551.0616116. 3540040011.6011.580-0.9812.567-0.75-0.7516: 35-1.25-1.251.451.531.0510716 5940040011.6011.610-1.00012.615-0.45-0.4516 : 59-0.95-0.921.461.531.0510217. 2340040011.6011.620-1.00

24、012.626-0.45-0.4017: 23-0.95-0.951.461.581.0810617. 5840040011.6011.580-0.9812.565-0.45-0.4517: 58-0.95-0.951.451.591.0910118. 3040040011.6011.630-1.00012.637-0.45-0.4518: 30-0.95-0.901.461.521.0410013. 1040040011.6011.620-1.00012.628-0.50-0.5013: 10-1.00-0.961.461.561.079813. 4540040011.6011.570-0.

25、9812.557-0.50-0.4813: 45-1.00-1.001.451.551.079615 2040040011.6011.640-1.00012.647-0.50-0.5015 : 20-1.00-0.991.461.551.069915 5540040011.6011.560-1.00112.578-0.50-0.5015 : 55-1.00-1.001.451.521.059716. 2040040011.6011.640-1.00312.676-0.50-0.4616: 20-1.00-1.001.461.561.07C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械

26、工业建筑工程公司成 L工艺超流态混凝土桩机械类型长螺旋钻孑孑机成孑L混凝土浇筑桩位编号成孔时间日/月、时、分孔径(mm)孔深(m)虚土或沉渣厚(mm)自然地 面标咼(m)孔底标高(m)孔倾 斜值(mm)钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高(m)砼体积(m3)砼充盈系数实际实测设计实测设计实测设计实测计算实注951& 5640040011.6011.620-1.00012.628-0.50-0.5018: 56-1.00-0.961.461.581.089219 1340040011.6011.580-0.9812.567-0.35-0.3319: 13-0.85-0.811

27、.451.511.049419 3040040011.6011.600-1.00212.627-0.35-0.3519: 30-0.85-0.851.461.541.069119 4840040011.6011.60-1.00012.605-0.35-0.3519 : 48-0.85-0.801.461.561.079320 1440040011.6011.620-0.9812.607-0.35-0.3520: 14-0.85-0.791.461.551.068420 3640040011.6011.570-1.00312.604-0.35-0.3520: 36-0.85-0.851.451.

28、531.058520 5940040011.6011.560-1.00012.565-0.35-0.3520: 59-0.85-0.851.451.551.078621. 1340040011.6011.630-0.9812.618-0.35-0.3021: 13-0.85-0.761.461.531.059021 : 2040040011.6011.570-1.00012.576-0.35-0.3521 : 20-0.85-0.851.451.541.068821 : 3840040011.6011.610-1.00012.618-0.35-0.3521 : 38-0.85-0.801.46

29、1.561.078921 : 5240040011.6011.630-0.9812.615-0.35-0.3521 : 52-0.85-0.851.461.531.058722. 1040040011.6011.620-1.00012.628-0.35-0.3522. 10-0.85-0.851.461.551.063722. 1940040011.6011.570-1.00012.575-0.35-0.3222. 19-0.85-0.851.451.551.073622 3640040011.6011.610-0.9812.598-0.35-0.3522: 36-0.85-0.791.461

30、.561.073822. 5040040011.6011.590-1.00012.596-0.35-0.3522. 50-0.85-0.781.461.541.064023: 840040011.6011.490-1.00212.517-0.35-0.3523: 8-0.85-0.821.441.541.074323: 2340040011.6011.620-1.00312.658-0.45-0.4023: 23-0.95-0.951.461.561.07主要操作.施工技术施工监理工程师11(建设单位代表)负责人：质检员:记录人:C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建

31、桩位编号成成孔时间日/月、时、分孔径（mm）孔深（m）虚土或沉渣厚（mm）自然地面标咼（m）孔底标高（m）设计实测设计实测4123. 3640040011.6011.580-1.00012.584524: 4840040011.6011.610-0.9812.59469/55: 3040040011.6011.600-1.00212.621595: 4940040011.6011.630-1.00012.631056.： 1040040011.6011.620-0.9812.601046: 3040040011.6011.600-1.00312.601036: 4240040011.6011.

32、570-1.00012.57557： 0140040011.6011.600-0.9812.58507: 1240040011.6011.620-1.00012.62547: 2640040011.6011.580-1.00012.58497: 4340040011.6011.570-0.9812.55538. 0540040011.6011.610-1.00012.61488: 2040040011.6011.580-1.00012.58448. 3940040011.6011.620-0.9812.60398 . 5440040011.6011.570-1.00012.5719: 1240

33、040011.6011.620-1.00012.6249: 2740040011.6011.580-0.9812.56监理工程师施工技术施工（建设单位代表）：负责人：质检员：吉筑工程公司成孔工艺超流态混凝土桩机械类型长螺旋钻孔机孔混凝土浇筑孔倾斜值钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高（m）砼体积(m3)砼充盈系数(mm)实际实测设计实测计算实注8-0.45-0.4523. 36-0.95-0.921.451.531.059-0.45-0.4024: 48-0.95-0.951.461.591.098-0.45-0.459/55 10-0.95-0.91.461.531.057-0.

34、75-0.755 : 25-1.25-1.131.461.561.075-0.45-0.455.: 39-0.95-0.911.461.551.067-0.45-0.455 : 58-0.95-0.951.461.521.048-0.45-0.456 : 20-0.95-0.951.451.551.076-0.75-0.726 : 42-1.25-1.191.461.521.048-0.75-0.757 : 01-1.25-1.171.461.561.077-0.75-0.757 : 16-1.25-1.251.451.541.066-0.75-0.757 : 34-1.25-1.251.45

35、1.531.058-0.75-0.707.: 52-1.25-1.191.461.551.068-0.75-0.758 : 20-1.25-1.251.451.561.077-0.45-0.458.: 39-0.95-0.861.461.531.058-0.35-0.358.: 54-0.85-0.821.451.541.069-0.35-0.329 : 12-0.85-0.801.461.561.078-0.35-0.359 : 27-0.85-0.851.451.541.06主要操作人员：记录人：混凝土灌注桩施工记录主要操作人 员：施工技术负责人：施工质检员:监理工程师（建设单位代表）记录

36、人:15C5-14工程名称荣兴新城B-08#楼施工单位哈尔滨市机械工业建桩位编号成成孔时间日/月、时、分孔径（mm）孔深（m）虚土或沉渣厚（mm）自然地 面标咼（m）孔底标高（m）设计实测设计实测59: 4240040011.6011.620-1.00012.62810 0040040011.6011.570-0.9812.55910. 1940040011.6011.580-1.00212.581110 3840040011.6011.570-1.00012.571310 5840040011.6011.620-0.9812.601211. 3140040011.6011.620-1.003

37、12.621413. 2040040011.6011.580-1.00012.58161.3 3940040011.6011.620-0.9812.601813. 5740040011.6011.580-1.00012.581714: 1040040011.6011.580-1.00012.581914: 3940040011.6011.570-0.9812.555614: 5640040011.6011.620-1.00012.626115 1340040011.6011.600-1.00012.606215 2840040011.6011.580-0.9812.566315 4540040

38、011.6011.610-1.00012.6121锚16 1040040011.6011.570-1.00012.5723锚16 3540040011.6011.620-0.9812.60监理工程师施工技术施工（建设单位代表）：负责人：质检员：吉筑工程公司成孔工艺超流态混凝土桩机械类型长螺旋钻孔机孔混凝土浇筑孔倾 斜值（mm）钢筋笼 安放位置浇筑时间日/ 月、时、分桩顶标高（m）砼体积（m3）砼充盈系数实际实测设计实测计算实注9-0.50-0.509 : 42-1.00-0.961.461.561.078-0.50-0.4810: 00-1.00-0.990.201.541.067-0.50-

39、0.5010. 19-1.00-1.001.451.571.088-0.35-0.3010: 38-0.85-0.851.451.541.067-0.35-0.3510: 58-0.85-0.821.461.531.058-0.35-0.3211. : 31-0.85-0.851.461.531.058-0.35-0.3513. 20-0.85-0.851.451.511.045-0.35-0.351.3 39-0.85-0.761.461.551.067-0.35-0.3213. 57-0.85-0.851.451.561.078-0.35-0.3514: 10-0.85-0.851.451.541.065-0.35-0.3314 : 39-0.85-0.791.451.551.075-0.75-0.7514 : 56-1.25-1.161.461.521.048-0.75-0.7215: 13-1.25-1.171.461.561.0710-0.75-0.7015 : 28-1.25-1.201.451.541.068-0.75-0.7515 : 45-1.25-1.221.461.531.057-0.35-0.3516: 10-0.85-0.811.451.551.079-0.35-0.3116 : 35-0.85-