超流态桩混凝土灌注桩施工记录模板.doc

资料内容仅供您学习参考，如有不当或者侵权，请联系改正或者删除。混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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3194/5 8.: 2840040011.6011.60-1.00012.606-0.35-0.354/5 8.: 28-0.85-0.801.461.531.053208.: 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: 12-0.85-0.851.461.541.0631511.: 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: 25-0.85-0.851.461.511.0431012: 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.: 35-0.85-0.851.461.531.05246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: 37-1.05-1.011.461.541.06监理工程师 施工技术 施 工 主要操作( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型 长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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.: 1540040011.6011.60-0.9812.586-0.70-0.6816.: 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: 2540040011.6011.60-1.00312.606-0.70-0.6917: 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.: 2540040011.6011.60-1.00012.605-0.35-0.3518.: 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.: 3040040011.6011.60-0.9812.386-0.75-0.7519.: 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: 0540040011.6011.60-1.00012.453-1.00-1.0020: 05-1.50-1.431.461.561.07监理工程师 施工技术 施 工 主要操作( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型 长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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214 20.: 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.: 5640040011.6011.600-1.00212.605-1.00-1.0020.: 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.: 1840040011.6011.620-1.00012.605-0.70-0.6722.: 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.: 3940040011.6011.580-0.9812.565-0.70-0.7023.: 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 5.: 0540040011.6011.580-1.00012.585-0.55-0.555/5 5.: 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监理工程师 施工技术 施 工 主要操作( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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: 34-0.85-0.801.451.541.061436: 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: 50-0.85-0.851.451.541.061398.: 1340040011.6011.580-1.00312.618-0.35-0.358.: 13-0.85-0.801.451.511.041428.: 3040040011.6011.600-1.00012.60 5-0.35-0.308.: 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: 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.: 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 施工技术 施 工 主要操作( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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: 1240040011.6011.620-0.9812.608-0.75-0.7214: 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: 5940040011.6011.520-1.00312.554-0.75-0.7515: 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.: 2340040011.6011.620-1.00012.626-0.45-0.4017.: 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.: 4540040011.6011.570-0.9812.557-0.50-0.4813.: 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.: 20-1.00-1.001.461.561.07监理工程师 施工技术 施 工 主要操作( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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9518.: 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: 13-0.85-0.811.451.511.049419: 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: 36-0.85-0.851.451.531.058520: 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: 38-0.85-0.801.461.561.078921: 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: 36-0.85-0.791.461.561.073822.: 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监理工程师 施工技术 施 工 主要操作.( 建设单位代表) : 负 责 人 : 质检员: 人 员 : 记录人: 混凝土灌注桩施工记录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孔工艺超流态混凝土桩机械类型长螺旋钻孔机桩位编号成 孔混凝土浇筑成孔时间日/月、 时、 分孔径( mm) 孔深( m) 虚土或沉渣厚( mm) 自然地面标高( 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