GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)300.71.321.8825.061105022.4824.8812001.31.318019.6721.1.1C3045.2B-H01-14-042539B-H01-14-042540B-H01-14-042541B-H01-14-042542B-H01-14-042543B-H01-14-042544B-H01-14-042545B-H01-14-042546B-H01-14-042547B-H01-14-042548B-H01-14-042549B-H01-14-042550B-H01-14-042510186123157378061711275845562014.04.192014.05.26中风化4.2822014.04.182014.05.26中风化3.5200.71.324.0124.681103024.6124.512001.31.318519.3721.311.1C3044.332014.04.182014.05.26中风化3.1150.71.321.8824.081102022.4823.912001.31.318018.922.681.2C3045.942014.04.162014.05.26中风化3.3150.71.325.3425.481.21.203025.9425.314001.31.318528.7934.551.2C3045.252014.04.182014.05.26中风化3.1200.71.321.8824.481102022.4824.812001.31.318019.2221.141.1C3045.962014.04.192014.05.26中风化3.5200.71.321.8824.781103022.4824.612001.31.318019.4521.401.1C3044.172014.04.212014.05.26中风化3.2300.71.321.8824.981104022.4824.812001.31.318019.6123.531.2C3043.782014.04.212014.05.26中风化3200.71.321.8824.881104022.4824.712001.31.318019.5321.481.1C3045.792014.04.212014.05.26中风化3.3300.71.321.8825.481103022.4825.312001.31.31852022.001.1C3044.3102014.04.212014.05.26中风化3.1300.71.324.0124.481103024.6124.312001.31.318519.2223.061.2C3044.6112014.04.212014.05.26中风化3.2200.71.321.8824.481102022.4824.312001.31.318019.2223.061.2C3047.2122014.04.212014.05.26微风化1200.71.321.8824.981102022.4824.812001.31.318019.6123.531.2C3045.9132014.04.21张盛雄
2014.05.26整理时间:
中风化3.1200.71.321.8824.581102022.4824.412001.31.318019.321.231.1C3045.8资料员:年 月 日第1页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)150.71.325.3424.881.21.203025.9424.714001.31.318028.1130.921.1C3043.7B-H01-14-042511B-H01-14-042512B-H01-14-042513B-H01-14-042514B-H01-14-042515B-H01-14-042516B-H01-14-042517B-H01-14-042518B-H01-14-042519B-H01-14-042505B-H01-14-042506B-H01-14-042507B-H01-14-0425081416115390854365149367787160122672014.04.212014.05.26中风化3.4152014.04.212014.05.26中风化3.4200.71.325.3424.381.21.203025.9424.214001.31.318027.5533.061.2C3044.4162014.04.212014.05.26中风化3.5200.71.324.0124.481103024.6124.312001.31.318519.2223.061.2C3045.1172014.04.212014.05.26中风化3200.71.321.8824.481103022.4824.312001.31.318519.2221.141.1C3045.3182014.04.222014.05.26中风化3.3200.71.321.8824.781102022.4824.612001.31.318019.4521.401.1C3043.4192014.04.232014.05.26中风化3.2200.71.321.8824.481103022.4824.312001.31.318019.2221.141.1C3043.8202014.04.222014.05.26中风化3.4200.71.325.3424.881.21.203025.9424.714001.31.318028.1133.731.2C3043.1212014.04.222014.05.26中风化3200.71.322.624.981102023.224.812001.31.318519.6123.531.2C3041222014.04.232014.05.26中风化3.3150.71.321.8824.48110022.4824.312001.31.318019.2221.141.1C3045.7232014.04.232014.05.26中风化3.1200.71.324.0124.78110024.6124.612001.31.318519.4521.401.1C3047.3242014.04.232014.05.26中风化3.6200.71.325.3424.581.21.203022.4824.412001.31.318027.7830.561.1C3045.3252014.04.232014.05.26中风化3.1200.71.324.0124.681103022.4824.112001.31.318019.3723.241.2C3046.7262014.04.24张盛雄
2014.05.26整理时间:
中风化3.5150.71.321.8824.581102022.4824.412001.31.318519.323.161.2C3045.7资料员:年 月 日第2页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.321.8824.481102022.4824.312001.31.318019.2221.141.1C3044.8B-H01-14-042509B-H01-14-042534B-H01-14-042535B-H01-14-042536B-H01-14-042537B-H01-14-042538B-H01-14-042529B-H01-14-042530B-H01-14-042531B-H01-14-042532B-H01-14-042533B-H01-14-042524B-H01-14-04252527591267091397911912842846368262014.04.232014.05.26中风化3282014.04.242014.05.26中风化3200.71.324.0124.48110024.6124.312001.31.318519.2221.141.1C3040292014.04.252014.05.26中风化3.4200.71.321.8824.481102022.4824.312001.31.318019.2223.061.2C3038.2302014.04.242014.05.26中风化3.7200.71.324.0124.68110024.6124.512001.31.318019.3723.241.2C3039.9312014.04.242014.05.26中风化3.4200.71.321.8824.88110022.4824.712001.31.318519.5323.441.2C3040.1322014.04.242014.05.26中风化3.6150.71.321.8824.48110024.6124.312001.31.318519.2221.141.1C3037.4332014.04.252014.05.26中风化3150.71.324.0124.781102024.6124.612001.31.318019.4521.401.1C3040.5342014.04.252014.05.26中风化3.3200.71.324.0124.8110024.6124.812001.31.318519.4721.421.1C3040.2352014.04.252014.05.26中风化3.3200.71.321.8824.48110022.4824.312001.31.318019.2223.061.2C3041.3362014.04.252014.05.26中风化3.4200.71.321.8824.88110022.4824.712001.31.318519.5323.441.2C3040.8372014.04.252014.05.26中风化3.2250.71.321.8824.68110022.4824.512001.31.318019.3721.311.1C3038.6382014.04.262014.05.26中风化3200.71.321.8824.481102022.4824.312001.31.318019.2221.141.1C3040.3392014.04.26张盛雄
2014.05.26整理时间:
中风化年 月 日
3200.71.322.624.68110023.224.512001.31.318019.3723.241.2C3039.2资料员:第3页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.321.8824.68110022.4824.512001.31.318019.3723.241.2C3041.7B-H01-14-042526B-H01-14-042527B-H01-14-042528B-H01-14-043825B-H01-14-043826B-H01-14-043827B-H01-14-043828B-H01-14-043829B-H01-14-043830B-H01-14-043831B-H01-14-043832B-H01-14-043833B-H01-14-0438344060558188116721513230121125742014.04.262014.05.26中风化3.3412014.04.262014.05.26中风化3.2200.71.321.8824.48110022.4824.312001.31.318519.2223.061.2C3038.9422014.04.262014.05.26中风化3.2100.71.321.8824.98110022.4824.812001.31.318519.6121.571.1C3041.7432014.04.272014.05.29中风化3.4200.71.324.0125.08110024.6124.912001.31.318019.6921.661.1C3038442014.04.272014.05.29中风化3.5150.71.324.0124.88110024.6124.712001.31.318019.5321.481.1C3039.3452014.04.282014.05.29中风化3.4200.71.321.8824.68110022.4824.512001.31.318019.3723.241.2C3039.9462014.04.272014.05.29中风化3.1200.71.325.3424.581.21.20025.9424.414001.31.318527.7833.341.2C3038.1472014.04.272014.05.29中风化3.2150.71.321.8824.681102022.4824.512001.31.318019.3721.311.1C3039.8482014.04.282014.05.29中风化3.6200.71.324.0124.4110024.6124.412001.31.318019.1522.981.2C3041.92014.04.282014.05.29中风化3.6250.71.322.624.41103023.224.412001.31.318519.1521.071.1C3041.2502014.04.282014.05.29中风化3.2200.71.324.0124.51103024.6124.512001.31.318019.2323.081.2C3041512014.04.282014.05.29中风化3.2200.71.324.0124.51102024.6124.512001.31.318519.2321.151.1C3039.6522014.04.29张盛雄
2014.05.29整理时间:
中风化3.5250.71.321.8824.51103022.4824.512001.31.318019.2321.151.1C3040.2资料员:年 月 日第4页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)250.71.321.8824.61102022.4824.612001.31.318019.3121.241.1C3041.2B-H01-14-043835B-H01-14-043836B-H01-14-043837B-H01-14-043838B-H01-14-043839B-H01-14-045233B-H01-14-045234B-H01-14-045235B-H01-14-045236B-H01-14-045237B-H01-14-045238B-H01-14-045239B-H01-14-045240535766693312962465415675291522014.04.292014.05.29中风化3.7542014.04.292014.05.29中风化3.2200.71.324.0124.51102024.6124.512001.31.318019.2321.151.1C3042.9552014.04.302014.05.29中风化3.25300.71.321.8824.53110.22022.4824.3512001.31.318519.2623.111.2C3042.3562014.04.292014.05.29中风化3.45150.71.321.8824.631104022.4824.4512001.31.318519.3321.261.1C3039.7572014.04.292014.05.29中风化3.4100.71.322.624.681104023.224.512001.31.318519.3723.241.2C3041.2582014.04.302014.06.04中风化3.1200.71.324.0124.381102024.6124.212001.31.318519.1421.051.1C3041.7592014.04.302014.06.04中风化3.4200.71.321.8824.681103022.4824.512001.31.318019.3721.311.1C3043602014.04.302014.06.04中风化3.2200.71.321.8824.681103022.4824.512001.31.318519.3723.241.2C3043.9612014.04.302014.06.04中风化3.3200.71.321.8824.681102022.4824.512001.31.318519.3721.311.1C3041.7622014.04.302014.06.04中风化3150.71.325.3424.881.21.202025.9424.714001.31.318528.1130.921.1C3041.6632014.05.012014.06.04中风化3.8150.71.321.8824.61102022.4824.612001.31.318519.3121.241.1C3042.12014.05.012014.06.04中风化3.3200.71.322.624.78110023.224.612001.31.318019.4523.341.2C3041.4652014.05.01张盛雄
2014.06.04整理时间:
中风化年 月 日
3150.71.325.3424.481.21.20025.9424.314001.31.318027.6630.431.1C3044资料员:第5页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.324.0124.48110024.6124.312001.31.318519.2221.141.1C3043B-H01-14-045241B-H01-14-045242B-H01-14-045255B-H01-14-045256B-H01-14-045257B-H01-14-045258B-H01-14-045259B-H01-14-045250B-H01-14-045251B-H01-14-045252B-H01-14-045253B-H01-14-045254B-H01-14-045243661301547393118351503211514612483962014.05.012014.06.04中风化3.3672014.05.012014.06.04中风化3.5200.71.325.3424.481.21.20025.9424.314001.31.318527.6630.431.1C3042682014.05.022014.06.04中风化3.6200.71.321.8824.41103022.4824.412001.31.318019.1521.071.1C3043.4692014.05.012014.06.04中风化3.3200.71.324.0124.61102024.6124.612001.31.318519.3123.171.2C3044.2702014.05.022014.06.04中风化3.4200.71.324.0124.51103024.6124.512001.31.318019.2323.081.2C3042.7712014.05.022014.06.04中风化3.2150.71.322.624.81103023.224.812001.31.318519.4723.361.2C3042.6722014.05.022014.06.04中风化3.4200.71.325.3424.41.21.20025.9424.414001.31.318027.5730.331.1C3043.7732014.05.032014.06.04中风化3.1200.71.322.624.11103023.224.112001.31.318018.9220.811.1C3043742014.05.032014.06.04中风化3.1200.71.324.0124.41103024.6124.412001.31.318519.1522.981.2C3043.5752014.05.032014.06.04中风化3.1200.71.325.3424.61.21.202025.9424.614001.31.318027.833.361.2C3044.2762014.05.032014.06.04中风化3300.71.324.0124.38110024.6124.212001.31.318519.1421.051.1C3042.4772014.05.032014.06.04中风化3250.71.321.8824.71102022.4824.712001.31.318019.3921.331.1C3043.1782014.05.04张盛雄
2014.06.04整理时间:
中风化3.2200.71.324.0124.81103024.6124.812001.31.318019.4721.421.1C3042.1资料员:年 月 日第6页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.325.3424.41.21.203025.9424.414001.31.318027.5730.331.1C3043.8B-H01-14-045244B-H01-14-045245B-H01-14-045246B-H01-14-045247B-H01-14-045248B-H01-14-045249B-H01-14-046268B-H01-14-046269B-H01-14-046270B-H01-14-048383B-H01-14-048380B-H01-14-048381B-H01-14-048382791551594034117143991208253141511142014.05.032014.06.04中风化3.3802014.05.042014.06.04中风化3.1250.71.325.3424.31.21.203025.9424.314001.31.318527.4632.951.2C3044812014.05.052014.06.04微风化1150.71.321.8824.381103522.4824.112001.31.318019.1421.051.1C3042.8822014.05.052014.06.04中风化3220.71.322.624.2110023.224.212001.31.31851920.901.1C3045.6832014.05.052014.06.04中风化3.5200.71.324.0124.81103024.6124.812001.31.318019.4723.361.2C3043.1842014.05.052014.06.04中风化3.7200.71.325.3424.81.21.202025.9424.814001.31.318528.0230.821.1C3043.9852014.05.062014.06.06中风化3.400.71.324.0124.71102024.6124.712001.31.318019.3921.331.1C3043.9862014.05.062014.06.06中风化3.2200.71.324.0124.51102024.6124.512001.31.318019.2321.151.1C3043.5872014.05.062014.06.06中风化3.6200.71.321.8824.58110022.4824.412001.31.318019.323.161.2C3041.7882014.05.082014.06.12中风化3.5200.71.321.8824.61103022.4824.612001.31.318519.3121.241.1C3043.22014.05.102014.06.12中风化3.1200.71.325.3424.91.21.202025.9424.914001.31.318528.1433.771.2C3036.6902014.05.102014.06.12中风化3.2200.71.321.8824.51102022.4824.512001.31.318519.2321.151.1C30312014.05.10张盛雄
2014.06.12整理时间:
中风化年 月 日
3200.71.324.01251102024.612512001.31.319019.6321.591.1C3038.7资料员:第7页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.324.0124.51102024.6124.512001.31.318519.2323.081.2C3036.8B-H01-14-048375B-H01-14-048376B-H01-14-048377B-H01-14-048378B-H01-14-048379B-H01-14-0404B-H01-14-0405B-H01-14-0406B-H01-14-0407B-H01-14-049414B-H01-14-049415B-H01-14-049416B-H01-14-0519859297319449111981482525471091002014.05.112014.06.12中风化3.2932014.05.092014.06.12中风化3250.71.322.624.71102523.224.712001.31.318519.3921.331.1C3037.7942014.05.122014.06.12中风化3200.71.324.0124.31102024.6124.312001.31.318519.0820.991.1C3040.5952014.05.122014.06.12中风化3.1250.71.321.8824.41102022.4824.412001.31.318519.1522.981.2C3038.3962014.05.122014.06.12中风化3.4250.71.324.0124.71102024.6124.712001.31.319019.3921.331.1C3038.3972014.05.132014.06.13中风化3.1200.71.324.0124.51102024.6124.512001.31.319019.2323.081.2C3039.2982014.05.132014.06.13中风化3.6250.71.325.3424.91.21.202525.9424.914001.31.318528.1433.771.2C30392014.05.132014.06.13中风化3200.71.322.624.31102023.224.312001.31.318519.0820.991.1C3039.41002014.05.142014.06.13中风化3.2200.71.324.0124.61102524.6124.612001.31.318519.3121.241.1C3041.21012014.05.152014.06.16中风化3.3250.71.322.624.61102023.224.612001.31.319019.3121.241.1C3040.31022014.05.152014.06.16中风化3.1200.71.321.8823.91102022.4823.912001.31.318518.7620.1.1C3039.61032014.05.152014.06.16中风化3.1250.71.324.0124.71102524.6124.712001.31.318519.3923.271.2C3039.31042014.05.16张盛雄
2014.06.23整理时间:
中风化3.3200.71.324.0124.61102024.6124.612001.31.319019.3121.241.1C3040.2资料员:年 月 日第8页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)250.71.325.3425.11.21.202525.9425.114001.31.319528.3631.201.1C3037.2B-H01-14-051982B-H01-14-051983B-H01-14-051984B-H01-14-050533B-H01-14-050534B-H01-14-050535B-H01-14-050536B-H01-14-050537B-H01-14-050538B-H01-14-050539B-H01-14-050922B-H01-14-050923B-H01-14-05092410514511352102271471045011024481011442014.05.152014.06.23中风化3.31062014.05.162014.06.23中风化3250.71.324.0125.11102024.6125.112001.31.318519.723.1.2C3040.71072014.05.162014.06.23中风化3.2250.71.321.8824.51102022.4824.512001.31.319019.2323.081.2C3038.81082014.05.172014.06.19中风化3200.71.324.0124.81102024.6124.812001.31.319019.4723.361.2C3038.51092014.05.172014.06.19中风化3.1250.71.322.624.91102023.224.912001.31.318519.5523.461.2C3036.21102014.05.172014.06.19中风化3250.71.325.3424.81.21.202025.9424.814001.31.319028.0233.621.2C3035.21112014.05.182014.06.19中风化3.4180.71.324.0124.71102024.6124.712001.31.318519.3921.331.1C3034.41122014.05.182014.06.19中风化3.2200.71.321.8824.51102022.4824.512001.31.318519.2321.151.1C3035.71132014.05.182014.06.19中风化3.2200.71.324.01251102024.612512001.31.319019.6321.591.1C3034.71142014.05.192014.06.19中风化3.1250.71.322.624.71102023.224.712001.31.318519.3923.271.2C3035.21152014.05.202014.06.20中风化3.5200.71.321.8824.61102022.4824.612001.31.318519.3121.241.1C3036.11162014.05.202014.06.20中风化3250.71.324.0124.81102024.6124.812001.31.318519.4721.421.1C3034.41172014.05.20张盛雄
2014.06.20整理时间:
中风化年 月 日
3250.71.325.3424.31.21.202025.9424.314001.31.319027.4630.211.1C3037.1资料员:第9页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)230.71.324.0124.71102024.6124.712001.31.319019.3921.331.1C3033.6B-H01-14-051980B-H01-14-051981B-H01-14-051978B-H01-14-051979B-H01-14-054816B-H01-14-054817B-H01-14-051977B-H01-14-053678B-H01-14-053679B-H01-14-053680B-H01-14-053681B-H01-14-053683B-H01-14-054808118112224410323142105112114091071382014.05.212014.06.23中风化3.41192014.05.212014.06.23中风化3.1250.71.322.625.11102023.225.112001.31.319019.721.671.1C3037.11202014.05.222014.06.23中风化3200.71.321.8824.31102022.4824.312001.31.318519.0822.901.2C3036.21212014.05.222014.06.23中风化3200.71.324.0124.51102024.6124.512001.31.319019.2323.081.2C3035.21222014.05.232014.06.30中风化3.2220.71.322.624.51102023.224.512001.31.319019.2321.151.1C3036.11232014.05.232014.06.30中风化3250.71.325.3425.11.21.202025.9425.114001.31.319028.3631.201.1C3035.61242014.05.242014.06.23中风化3.1220.71.324.0124.91102024.6124.912001.31.318519.5523.461.2C3034.91252014.05.252014.06.26中风化3.2200.71.322.624.51102023.224.512001.31.318519.2321.151.1C3045.11262014.05.262014.06.26中风化3.2200.71.322.624.51102023.224.512001.31.319019.2323.081.2C30441272014.05.262014.06.26中风化3.2250.71.325.3424.81.21.202025.9424.814001.31.318528.0230.821.1C3044.51282014.05.262014.06.26中风化3200.71.322.624.81102023.224.812001.31.318519.4721.421.1C3041.71292014.05.272014.06.26中风化3.2210.71.324.0124.91102024.6124.912001.31.319019.5523.461.2C3044.81302014.05.28张盛雄
2014.06.30整理时间:
中风化3.2250.71.325.3424.81.21.202025.9424.814001.31.319028.0233.621.2C3046资料员:年 月 日第10页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)150.71.322.624.81102023.224.812001.31.319519.4723.361.2C3041.3B-H01-14-054809B-H01-14-054810B-H01-14-054811B-H01-14-054812B-H01-14-054813B-H01-14-054814B-H01-14-055961B-H01-14-055962B-H01-14-055963B-H01-14-0559B-H01-14-055965B-H01-14-058128B-H01-14-0581291311971065171081015781311588202014.05.282014.06.30中风化31322014.05.282014.06.30中风化3.2200.71.322.624.51102023.224.512001.31.319019.2321.151.1C3043.51332014.05.292014.06.30中风化3250.71.324.0124.61102024.6124.612001.31.318519.3123.171.2C3047.71342014.05.302014.06.30中风化3.1250.71.322.624.51102023.224.512001.31.318519.2323.081.2C3047.61352014.05.302014.06.30中风化3.1200.71.322.624.41102023.224.412001.31.319519.1521.071.1C3044.71362014.05.312014.06.30中风化3200.71.324.0124.81102024.6124.812001.31.318519.4723.361.2C30481372014.06.032014.07.03中风化3.4200.71.322.624.71102023.224.712001.31.319019.3923.271.2C3049.41382014.06.032014.07.03中风化3300.71.322.624.11102023.224.112001.31.318518.9220.811.1C3049.21392014.06.032014.07.03中风化3.4200.71.321.8824.91102022.4824.912001.31.319019.5523.461.2C30491402014.06.032014.07.03中风化3.2200.71.324.0124.51102024.6124.512001.31.318519.2321.151.1C3046.71412014.06.032014.07.03中风化3.2250.71.325.34251.21.202025.942514001.31.318528.2533.901.2C3048.41422014.06.042014.07.10中风化3200.71.322.624.71102023.224.712001.31.318519.3923.271.2C3046.21432014.06.05张盛雄
2014.07.10整理时间:
中风化年 月 日
3200.71.322.624.31102023.224.312001.31.319019.0820.991.1C3046.2资料员:第11页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实试块间距(mm)量量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.322.624.31102023.224.312001.31.318519.0820.991.1C3043.9B-H01-14-058130B-H01-14-058131B-H01-14-058132B-H01-14-058133B-H01-14-058134B-H01-14-058135B-H01-14-058136B-H01-14-058137B-H01-14-058138B-H01-14-058139B-H01-14-058140B-H01-14-058231B-H01-14-05823214418133616247113511663161371632014.06.062014.07.10中风化31452014.06.062014.07.10中风化3.3250.71.325.3425.11.21.202025.9425.114001.31.318528.3631.201.1C30431462014.06.062014.07.10中风化3.4250.71.322.624.71102023.224.712001.31.319019.3923.271.2C3043.91472014.06.062014.07.10中风化3.2250.71.322.624.51102023.224.512001.31.318519.2323.081.2C3045.31482014.06.072014.07.10中风化3.2250.71.322.624.51102023.224.512001.31.318519.2323.081.2C30441492014.06.062014.07.10中风化3.5250.71.321.8824.81102022.4824.812001.31.318519.4721.421.1C30451502014.06.082014.07.10中风化3.4200.71.325.3424.71.21.202025.9424.714001.31.318524.729.1.2C3044.31512014.06.082014.07.10中风化3200.71.322.624.81102023.224.812001.31.319019.4723.361.2C3047.31522014.06.082014.07.10中风化3.1250.71.322.624.91102023.224.912001.31.318519.5523.461.2C3044.41532014.06.092014.07.10中风化3.3250.71.322.624.61102023.224.612001.31.318519.3123.171.2C3046.31542014.06.092014.07.10中风化3200.71.322.624.51102023.224.512001.31.319019.2321.151.1C3044.51552014.06.102014.07.11中风化3.1250.71.325.3424.71.21.202025.9424.714001.31.318527.9133.491.2C30481562014.06.10张盛雄
2014.07.11整理时间:
中风化3.2200.71.322.624.51102023.224.512001.31.318519.2323.081.2C3047.7资料员:年 月 日第12页共13页
钻 (冲) 孔 灌 注 桩 施 工 资 料 汇 总 表
GD2301021总承包施工单位单位(子单位)工程名称国家太阳能光伏产品质量监督检验中心(广东)光伏楼广州协安建设工程有限公司项目负责人项目负责人周志强/专业承包施工单位/桩端持力层岩性桩顶标高(m)桩长(m)桩径(m)专业质量叶世晓检查员序号桩号开工日期验收日期进入持力层深度(m)钢筋笼混凝土工程桩混凝土浇筑量混凝土强度(MPa)沉垂桩长度顶纵筋标纵筋渣直位(m)箍筋坍理实高(m)数量、试块厚度偏直径、落论际混凝土级别、度偏差设计强级别、度用用充盈系设计实测设计实测设计实测其他检测结果直径、(mm)差(mm)设实度等级实(mm)量试块间距量数设计报告编号间距(﹪)计测测强度(m³)(m³)200.71.322.624.31102023.224.312001.31.319019.0820.991.1C3045.2B-H01-14-059190B-H01-14-059191B-H01-14-059192B-H01-14-059193B-H01-14-059195B-H01-14-059196B-H01-14-059197B-H01-14-059198B-H01-14-060218B-H01-14-060219B-H01-14-060220B-H01-14-060221B-H01-14-061265157142121651361391671691316813411322014.06.112014.07.14中风化31582014.06.112014.07.14中风化3.2250.71.322.624.51102023.224.512001.31.318519.2323.081.2C3045.31592014.06.122014.07.14中风化3200.71.322.624.31102023.224.312001.31.318519.0822.901.2C3046.21602014.06.122014.07.14中风化3.3200.71.322.624.61102023.224.612001.31.318519.3123.171.2C3045.81612014.06.132014.07.14中风化3.6200.71.325.3424.91.21.202025.9424.914001.31.319028.1433.771.2C30441622014.06.132014.07.14中风化3.2250.71.325.3424.51.21.202025.9424.514001.31.318527.6930.461.1C3042.41632014.06.132014.07.14中风化3250.71.322.624.31102023.224.312001.31.319019.0822.901.2C3043.112014.06.142014.07.14中风化3200.71.322.624.71102023.224.712001.31.318519.3923.271.2C3042.71652014.06.152014.07.17中风化3200.71.322.624.31102023.224.312001.31.318519.0822.901.2C3043.91662014.06.152014.07.17中风化3.4250.71.322.624.71102023.224.712001.31.318519.3923.271.2C3042.21672014.06.162014.07.17中风化3.2250.71.325.3424.71.21.202025.9424.714001.31.319027.9133.491.2C3044.91682014.06.172014.07.17中风化3.2200.71.322.624.51102023.224.512001.31.318519.2323.081.2C3044.31692014.06.18张盛雄
2014.07.21整理时间:
中风化3.4250.71.325.3424.71.21.202025.9424.714001.31.318527.9133.491.2C3046.8资料员:年 月 日第13页共13页
因篇幅问题不能全部显示,请点此查看更多更全内容
Copyright © 2019- 91gzw.com 版权所有 湘ICP备2023023988号-2
违法及侵权请联系:TEL:199 18 7713 E-MAIL:2724546146@qq.com
本站由北京市万商天勤律师事务所王兴未律师提供法律服务