超流態(tài)樁混凝土灌注樁施工記錄

1、混凝土灌注樁施工記錄監(jiān)理工程師(建設(shè)單位代表)施工技術(shù)負(fù)責(zé)人：施工質(zhì)檢員:主要操作人 員：記錄人:C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆?機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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錨14: 5040040011:6011:60-0:9812:585-0:55-0:5114: 50-1:05-1:051:461:541:06245錨15: 1040040011:6011:60-1:00012:604-0:55-0:5515: 10-1:05-1:001:461:541:06247試15: 2540040011:6011:60-1:00012:606-0:55-0:5515: 25-1:05-1:051:461:561:07249錨15 3740040011:6011:60-0:9812:585-0:55-0:5315 : 37-1:05-1:0

6、11:461:541:06C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孔機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/ 月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地 面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)注248錨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錨18 0040040011:6011:60-0:9812:586-0:35-0:3518 00-0:85-0:811:461:531:05256錨18 1340040011:6011:60-1:00012:606-0:35-0:3518 13-0:85-0:851:461:541:06258試18: 2540040011:6011:60-1:000

9、12:605-0:35-0:3518: 25-0:85-0:851:461:541:06260錨18: 4040040011:6011:60-0:9812:585-0:35-0:3418: 40-0:85-0:851:461:561:07259錨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主要操作施工監(jiān)理工程師施工技術(shù)負(fù)責(zé)人：質(zhì)檢員:記錄人:(建設(shè)單位代表)(建設(shè)單位代表)負(fù)責(zé)人：質(zhì)檢員:記錄人:C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆

11、孔機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地 面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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錨24. 5040040011.6011.620-0.9812.606-0.55-0.5524. 50-1.05-1.051.461.561.07201錨5/5

15、5: 0540040011.6011.580-1.00012.585-0.55-0.555/55: 05-1.05-1.011.451.571.08199試5 . 3040040011.6011.500-1.00012.508-0.55-0.535.: 30-1.05-1.001.441.541.07197錨5 : 4940040011.6011.620-1.00012.627-0.55-0.555.: 49-1.05-1.051.461.561.07主要操作施工技術(shù)施工監(jiān)理工程師監(jiān)理工程師(建設(shè)單位代表)施工技術(shù)負(fù)責(zé)人：施工質(zhì)檢員:主要操作人 員：記錄人:C5-14工程名稱榮興新城B-08#

16、樓施工單位哈爾濱市機(jī)械工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孔機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)注200錨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監(jiān)理工程師(建設(shè)單位代表)施工技術(shù)負(fù)責(zé)人：施工質(zhì)檢員:主要操作人 員：記錄人:

21、C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孔機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械

26、工業(yè)建筑工程公司成 L工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孑孑機(jī)成孑L混凝土澆筑樁位編號(hào)成孔時(shí)間日/月、時(shí)、分孔徑(mm)孔深(m)虛土或沉渣厚(mm)自然地 面標(biāo)咼(m)孔底標(biāo)高(m)孔傾 斜值(mm)鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高(m)砼體積(m3)砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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.施工技術(shù)施工監(jiān)理工程師11(建設(shè)單位代表)負(fù)責(zé)人：質(zhì)檢員:記錄人:C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建

31、樁位編號(hào)成成孔時(shí)間日/月、時(shí)、分孔徑（mm）孔深（m）虛土或沉渣厚（mm）自然地面標(biāo)咼（m）孔底標(biāo)高（m）設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)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監(jiān)理工程師施工技術(shù)施工（建設(shè)單位代表）：負(fù)責(zé)人：質(zhì)檢員：吉筑工程公司成孔工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孔機(jī)孔混凝土澆筑孔傾斜值鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高（m）砼體積(m3)砼充盈系數(shù)(mm)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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主要操作人員：記錄人：混凝土灌注樁施工記錄主要操作人 員：施工技術(shù)負(fù)責(zé)人：施工質(zhì)檢員:監(jiān)理工程師（建設(shè)單位代表）記錄

36、人:15C5-14工程名稱榮興新城B-08#樓施工單位哈爾濱市機(jī)械工業(yè)建樁位編號(hào)成成孔時(shí)間日/月、時(shí)、分孔徑（mm）孔深（m）虛土或沉渣厚（mm）自然地 面標(biāo)咼（m）孔底標(biāo)高（m）設(shè)計(jì)實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)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錨16 1040040011.6011.570-1.00012.5723錨16 3540040011.6011.620-0.9812.60監(jiān)理工程師施工技術(shù)施工（建設(shè)單位代表）：負(fù)責(zé)人：質(zhì)檢員：吉筑工程公司成孔工藝超流態(tài)混凝土樁機(jī)械類型長(zhǎng)螺旋鉆孔機(jī)孔混凝土澆筑孔傾 斜值（mm）鋼筋籠 安放位置澆筑時(shí)間日/ 月、時(shí)、分樁頂標(biāo)高（m）砼體積（m3）砼充盈系數(shù)實(shí)際實(shí)測(cè)設(shè)計(jì)實(shí)測(cè)計(jì)算實(shí)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-