混凝土抗压强度统计评定表.doc

DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-001层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区一层115轴框架柱、剪力墙及剪力墙件暗柱C501002012-6-28HY20120309052.6105强度系数=1试件组数:n=56合格判定系数: 1=0.95 2=0.85mfcu=62.34 Sfcu=8.2fcuk=50.0fcumin=47.5 评定方法:Mfcu0.9 fcuk+1 Sfcu=52.79fcumin 2 fcuk=42.5该批砼强度判定为合格.A区一层115轴框架柱、剪力墙及剪力墙件暗柱C501002012-6-28HY20120309157.3115A区一层115轴框架柱、剪力墙及剪力墙件暗柱C501002012-6-28HY20120309252.7105A区一层15-22轴框架柱、剪力墙及剪力墙件暗柱C501002012-7-5HY20120337752.1104A区一层15-22轴框架柱、剪力墙及剪力墙件暗柱C501002012-7-5HY20120337851.8104A区一层15-22轴框架柱、剪力墙及剪力墙件暗柱C50202012-7-5HY20120337948.898A区一层23-30轴框架柱、剪力墙C501002012-7-8HY20120351651.8104A区一层23-30轴框架柱、剪力墙C5082012-7-8HY20120351953.2106A区二层8-15轴框架柱、剪力墙及剪力墙件暗柱C501002012-7-19HY20120392657.7115A区二层8-15轴框架柱、剪力墙及剪力墙件暗柱C50772012-7-19HY20120392756.9114A区二层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-7-24HY20120413164.7129A区二层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-7-24HY20120413275.6151A区二层15-23轴框架柱、剪力墙及剪力墙件暗柱C50202012-7-24HY20120413375.0150A区三层8-15轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-4HY20120451869.8140A区三层8-15轴框架柱、剪力墙及剪力墙件暗柱C50802012-8-4HY20120451963.8128单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-002层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区三层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-6HY20120460973.2146A区三层15-23轴框架柱、剪力墙及剪力墙件暗柱C50602012-8-6HY20120461073.9148A区四层815轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-20HY20120534368.0136A区四层8-15轴框架柱、剪力墙及剪力墙件暗柱C50702012-8-20HY20120536365.2130A区四层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-23HY20120548469.1138A区四层15-23轴框架柱、剪力墙及剪力墙件暗柱C50702012-8-23HY20120548568.6137A区五层8-15轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-29HY20120577367.9136A区五层8-15轴框架柱、剪力墙及剪力墙件暗柱C50502012-8-29HY20120577468.0136A区五层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-8-31HY20120587268.2136A区五层15-23轴框架柱、剪力墙及剪力墙件暗柱C50502012-8-31HY20120587366.2132A区六层8-15轴框架柱、剪力墙及剪力墙件暗柱C501002012-9-7HY20120612064.4129A区六层8-15轴框架柱、剪力墙及剪力墙件暗柱C50502012-9-7HY20120612362.9126A区六层15-23轴框架柱、剪力墙及剪力墙件暗柱C501002012-9-9HY20120619767.4135A区六层15-23轴框架柱、剪力墙及剪力墙件暗柱C50502012-9-9HY20120619861.8124B区一层框架柱、剪力墙及剪力墙件暗柱C501002012-6-23HY20120292157.3115单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-003层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理B区一层框架柱、剪力墙及剪力墙件暗柱C50202012-6-23HY20120292258.0116B区二层框架柱、剪力墙及剪力墙件暗柱C501002012-7-13HY20120370148.697B区二层框架柱、剪力墙及剪力墙件暗柱C501002012-7-13HY20120370247.695B区二层框架柱、剪力墙及剪力墙件暗柱C501002012-7-13HY20120370350.0100B区三层框架柱、剪力墙及剪力墙件暗柱C501002012-7-30HY20120432272.7145B区三层框架柱、剪力墙及剪力墙件暗柱C50252012-7-30HY20120432574.7149C区一层B1-B8框架柱、剪力墙及剪力墙件暗柱C501002012-7-8HY20120350848.497C区一层B1-B8框架柱、剪力墙及剪力墙件暗柱C50502012-7-8HY20120352150.5101C区二层框架柱、剪力墙及剪力墙件暗柱C501002012-7-26HY20120419757.2114C区二层框架柱、剪力墙及剪力墙件暗柱C50402012-7-26HY20120419862.0124C区三层框架柱、剪力墙及剪力墙件暗柱C501002012-8-10HY20120482758.4117C区三层框架柱、剪力墙及剪力墙件暗柱C50402012-8-10HY20120482852.4105A区二层8-15轴柱端、墙端C50602012-7-29HY20120430471.4143A区二层15-23轴柱端、墙端C50502012-8-1HY20120443269.4139A区三层8-15轴柱端、墙端C50802012-8-16HY20120515573.6147单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-004层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区三层15-23轴柱端、墙端C50802012-8-17HY20120521566.8134A区四层8-15轴柱端、墙端C50702012-8-26HY20120561466.4133A区四层15-23轴柱端、墙端C50702012-8-28HY20120573553.7107A区五层8-15轴柱端、墙端C50702012-9-4HY20120598670.9142A区五层15-23轴柱端、墙端C50702012-9-6HY20120607169.9140A区六层8-15轴柱端、墙端C50602012-9-13HY20120636664.0128A区六层15-23轴柱端、墙端C50702012-9-14HY20120640066.6133B区二层柱端、墙端C50502012-7-24HY20120413065.4131B区三层柱端、墙端C50702012-8-10HY20120481357.1114C区二层柱端、墙端C50602012-8-4HY20120452067.2134C区三层柱端、墙端C50702012-8-19HY20120529962.3125单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-005层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理B区四层框架柱、剪力墙及剪力墙件暗柱C401002012-8-14HY20120503762.7157强度系数=1试件组数:n=6.00合格判定系数: 1= 2=mfcu=57.15 Sfcu=fcuk=40.00fcumin=52.10 评定方法:Mfcu1.15fcuk =46fcumin 0.95 fcuk=38该批砼强度判定为合格.B区四层框架柱、剪力墙及剪力墙件暗柱C40202012-8-14HY20120503859.8150C区四层框架柱、剪力墙及剪力墙件暗柱C401002012-8-24HY20120552056.8142C区四层框架柱、剪力墙及剪力墙件暗柱C40202012-8-24HY20120552155.6139B区四层柱端、墙端C40702012-8-21HY20120538655.9140C区四层柱端、墙端C40502012-8-30HY20120580052.1130单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-006层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区一层1-8轴梁板C301002012-7-7HY20120347232.6109强度系数=1试件组数:n=84合格判定系数: 1=0.95 2=0.85mfcu=40.94 Sfcu=6.02fcuk=30.0fcumin=27.8 评定方法:Mfcu0.9 fcuk+1 Sfcu=32.72fcumin 2 fcuk=25.5该批砼强度判定为合格.A区一层1-8轴梁板C301002012-7-7HY20120347329.598A区一层1-8轴梁板C301002012-7-7HY20120347427.893A区一层1-8轴梁板C30752012-7-7HY20120347528.896A区一层8-15轴梁板楼梯C301002012-7-11HY20120362142.8143A区一层8-15轴梁板楼梯C301002012-7-11HY20120362240.2134A区一层8-15轴梁板楼梯C301002012-7-11HY20120362341.4138A区一层8-15轴梁板楼梯C301002012-7-11HY20120362443.9146A区一层8-15轴梁板楼梯C301002012-7-11HY20120364040.8136A区一层8-15轴梁板楼梯C301002012-7-11HY20120364438.9130A区一层8-15轴梁板楼梯C301002012-7-11HY20120364539.9133A区一层8-15轴梁板楼梯C30502012-7-11HY20120364641.7139A区一层15-23轴梁板楼梯C302002012-7-17HY20120383834.2114A区一层15-23轴梁板楼梯C302002012-7-17HY20120383931.0103A区一层15-23轴梁板楼梯C302002012-7-17HY20120384032.4108单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-007层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区一层15-23轴梁板楼梯C302002012-7-17HY20120384133.2111A区一层15-23轴梁板楼梯C302002012-7-17HY20120384233.8113A区一层15-23轴梁板楼梯C302002012-7-17HY20120384334.0113A区一层23-30轴梁板楼梯C301002012-7-7HY20120400735.4118A区一层23-30轴梁板楼梯C301002012-7-21HY20120402034.0113A区一层23-30轴梁板楼梯C301002012-7-21HY20120402134.7116A区一层23-30轴梁板楼梯C301002012-7-21HY20120402233.9113A区一层23-30轴梁板楼梯C30302012-7-21HY20120402334.6115A区二层8-15轴梁、现浇板、楼梯C301002012-7-29HY20120430539.2131A区二层8-15轴梁、现浇板、楼梯C301002012-7-29HY20120430639.0130A区二层15-23轴梁、现浇板、楼梯C301002012-8-1HY20120441839.3131A区二层15-23轴梁、现浇板、楼梯C30202012-8-1HY20120441939.3131A区三层8-15轴梁、现浇板、楼梯C301002012-8-16HY20120512845.7152A区三层8-15轴梁、现浇板、楼梯C301002012-8-16HY20120512946.2154A区三层8-15轴梁、现浇板、楼梯C301002012-8-16HY20120516245.5152单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-008层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区三层15-23轴梁、现浇板、楼梯C301002012-8-17HY20120518545.8153A区三层15-23轴梁、现浇板、楼梯C301002012-8-17HY20120521345.0150A区三层15-23轴梁、现浇板、楼梯C301002012-8-17HY20120521444.2147A区四层8-15轴梁、现浇板、楼梯C301002012-8-26HY20120561141.1137A区四层8-15轴梁、现浇板、楼梯C30402012-8-26HY20120561242.8143A区四层8-15轴梁、现浇板、楼梯C30402012-8-26HY20120561342.6142A区四层15-23轴梁、现浇板、楼梯C301002012-8-28HY20120573331.9106A区四层15-23轴梁、现浇板、楼梯C30802012-8-28HY20120573430.5102A区五层8-15轴梁、现浇板、楼梯C301002012-9-4HY20120598444.0147A区五层8-15轴梁、现浇板、楼梯C30802012-9-4HY20120598541.5138A区五层15-23轴梁、现浇板、楼梯C301002012-9-6HY20120607243.2144A区五层15-23轴梁、现浇板、楼梯C30802012-9-6HY20120607344.0147A区六层8-15轴梁、现浇板、楼梯C301002012-9-13HY20120636447.5158A区六层8-15轴梁、现浇板、楼梯C30812012-9-13HY20120636548.0160A区六层15-23轴梁、现浇板、楼梯C301002012-9-14HY20120640146.7156单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-009层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区六层15-23轴梁、现浇板、楼梯C30812012-9-14HY20120640242.2141B区一层梁、现浇板、楼梯C301002012-7-7HY20120347031.2104B区一层梁、现浇板、楼梯C30652012-7-7HY20120347131.6105B区二层梁、现浇板、楼梯C301002012-7-24HY20120412832.2107B区二层梁、现浇板、楼梯C301002012-7-24HY20120412934.9116B区三层梁、现浇板、楼梯C301002012-8-10HY20120481046.4155B区三层梁、现浇板、楼梯C301002012-8-10HY20120481146.6155B区三层梁、现浇板、楼梯C30102012-8-10HY20120481241.7139B区四层梁、现浇板、楼梯C301002012-8-21HY20120537650.8169B区四层梁、现浇板、楼梯C301002012-8-21HY20120537754.3181B区四层梁、现浇板、楼梯C30202012-8-21HY20120537850.3168B区五层梁、现浇板、楼梯C301002012-9-1HY20120588747.2157B区五层梁、现浇板、楼梯C301002012-9-1HY20120588843.8146B区五层梁、现浇板、楼梯C30302012-9-1HY20120588944.2147B区六层梁、现浇板、楼梯C301002012-9-11HY20120627744.6149单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-010层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理B区六层梁、现浇板、楼梯C301002012-9-11HY20120627546.1154B区六层梁、现浇板、楼梯C30602012-9-11HY20120627647.4158B区五层框架柱、剪力墙及剪力墙件暗柱C301002012-8-26HY20120561041.8139B区六层框架柱、剪力墙及剪力墙件暗柱C301002012-9-4HY20120599145.7152C区五层框架柱、剪力墙及剪力墙件暗柱C301002012-9-1HY20120589042.3141C区五层框架柱、剪力墙及剪力墙件暗柱C30202012-9-1HY20120589145.8153C区六层框架柱、剪力墙及剪力墙件暗柱C301002012-9-12HY20120631646.7156C区六层框架柱、剪力墙及剪力墙件暗柱C30502012-9-12HY20120633045.2151C区一层B1-B8轴梁板梯C301002012-7-21HY20120399936.1120C区一层B1-B8轴梁板梯C301002012-7-21HY20120402435.0117C区一层B1-B8轴梁板梯C30702012-7-21HY20120402537.0123C区二层梁、现浇板、楼梯C301002012-8-4HY20120452137.2124C区二层梁、现浇板、楼梯C301002012-8-4HY20120452236.7122C区三层梁、现浇板、楼梯C301002012-8-19HY20120530041.5138C区三层梁、现浇板、楼梯C301002012-8-19HY20120530147.1157单位工程技术负责人: 质检员: 资料员:DB15/427-2005现浇混凝土抗压强度统计评定表单位工程名称： C02-3-07-011层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理C区三层梁、现浇板、楼梯C30202012-8-19HY20120530247.2157C区四层梁、现浇板、楼梯C301002012-8-30HY20120580141.3138C区四层梁、现浇板、楼梯C30502012-8-30HY20120580246.5155C区五层梁、现浇板楼梯、柱端、墙端C301002012-9-8HY20120616641.6139C区五层梁、现浇板楼梯、柱端、墙端C30802012-9-8HY20120616743.0143C区六层梁、现浇板楼梯、柱端、墙端C301002012-9-18HY20120655849.3164C区六层梁、现浇板楼梯、柱端、墙端C301002012-9-18HY20120655948.7162C区六层梁、现浇板楼梯、柱端、墙端C30602012-9-18HY20120656049.0163单位工程技术负责人: 质检员: 资料员: DB15/427-2005600.d同条件养护试件混凝土抗压强度统计评定表单位工程名称： C02-3-09-001层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区一层115轴框架柱剪力墙件暗柱及剪力墙C503002012-6-28HY20120311062.6125强度系数=1试件组数:n=19合格判定系数: 1=1.05 2=0.85mfcu=69.11 Sfcu=7.54fcuk=50.0fcumin=57.0 评定方法:Mfcu0.9 fcuk+1 Sfcu=52.92fcumin 2 fcuk=42.5该批砼强度判定为合格。A区一层15-22轴框架柱剪力墙件暗柱及剪力墙C502202012-7-5HY20120345659.8120A区一层23-30轴框架柱剪力墙C501082012-7-8HY20120359170.2140A区二层815轴框架柱剪力墙件暗柱及剪力墙C501772012-7-19HY20120395868.9138A区二层15-23轴框架柱剪力墙及剪力墙件暗柱C502202012-7-24HY20120417372.8146A区三层8-15轴框架柱剪力墙及剪力墙件暗柱C501802012-8-4HY20120456472.4145A区三层15-23轴框架柱剪力墙及剪力墙件暗柱C501602012-8-6HY20120467681.5163A区四层8-15轴框架柱剪力墙及剪力墙件暗柱C501702012-8-20HY20120567675.8152A区四层15-23轴框架柱剪力墙及剪力墙件暗柱C501702012-8-23HY20120582375.8152A区五层8-15轴框架柱剪力墙及剪力墙件暗柱C501502012-8-29HY20120630871.6143A区五层15-23轴框架柱剪力墙及剪力墙件暗柱C501502012-8-31HY20120634670.2140A区六层8-15轴框架柱剪力墙及剪力墙件暗柱C501502012-9-7HY20120689876.9154A区六层15-23轴框架柱剪力墙及剪力墙件暗柱C501502012-9-9HY20120726473.3147B区一层框架柱剪力墙及剪力墙件暗柱C501202012-6-23HY20120289665.2130B区二层框架柱剪力墙及剪力墙件暗柱C503002012-7-13HY20120372958.4117B区三层框架柱剪力墙及剪力墙件暗柱C501252012-7-30HY20120440779.8160单位工程技术负责人: 质检员: 资料员: DB15/427-2005600.d同条件养护试件混凝土抗压强度统计评定表单位工程名称： C02-3-09-002层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理B区三层框架柱剪力墙及剪力墙件暗柱C501252012-7-30HY20120440779.8160C区一层框架柱剪力墙及剪力墙件暗柱C501502012-7-8HY20120358360.2120C区二层框架柱剪力墙及剪力墙件暗柱C501402012-7-26HY20120424260.7121C区三层框架柱剪力墙及剪力墙件暗柱C501402012-8-10HY20120500057.0114单位工程技术负责人: 质检员: 资料员: DB15/427-2005600.d同条件养护试件混凝土抗压强度统计评定表单位工程名称： C02-3-09-003层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理B区三层框架柱剪力墙及剪力墙件暗柱C401202012-8-14HY20120524359.1148强度系数=1试件组数:n=6.00合格判定系数: 1= 2=mfcu=63.05 Sfcu=fcuk=40.00fcumin=59.10 评定方法:Mfcu1.15fcuk =46fcumin 0.95 fcuk=38该批砼强度判定为合格.C区四层框架柱剪力墙及剪力墙件暗柱C401202012-8-24HY20120591267.0168单位工程技术负责人: 质检员: 资料员: DB15/427-2005600.d同条件养护试件混凝土抗压强度统计评定表单位工程名称： C02-3-09-004层数部位设计强度等级砼数量(M3)浇筑砼起止日期试验单编号每组试块强度代表值（MPa）占设计强度百分比(%)单位工程强度验收判断计算结论与处理A区一层1-8轴梁板C303752012-7-7HY20120352836.7122强度系数=1试件组数:n=30合格判定系数: 1=0.95 2=0.85mfcu=49.03 Sfcu=6.51fcuk=30.0fcumin=36.4 评定方法:Mfcu0.9 fcuk+1 Sfcu=33.18fcumin 2 fcuk=25.5 该批砼强度判定为合格.A区一层8-15轴梁板梯C307502012-7-11HY20120366447.8159A区一层15-23轴梁、现浇板、楼梯C3012002012-7-17HY20120383158.2194A区一层23-30轴梁板C304302012-7-21HY20120400946.6155A区二层8-15轴梁、现浇板、楼梯C302002012-7-29HY20120446544.8149A区二层15-23轴梁、现浇板、楼梯C301202012-8-1HY20120445845.0150A区三层8-15轴梁、现浇板、楼梯C3030