混凝土抗壓強度統(tǒng)計評定表.doc

DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-001層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)一層115軸框架柱、剪力墻及剪力墻件暗柱C501002012-6-28HY20120309052.6105強度系數(shù)=1試件組數(shù):n=56合格判定系數(shù): 1=0.95 2=0.85mfcu=62.34 Sfcu=8.2fcuk=50.0fcumin=47.5 評定方法:Mfcu0.9 fcuk+1 Sfcu=52.79fcumin 2 fcuk=42.5該批砼強度判定為合格.A區(qū)一層115軸框架柱、剪力墻及剪力墻件暗柱C501002012-6-28HY20120309157.3115A區(qū)一層115軸框架柱、剪力墻及剪力墻件暗柱C501002012-6-28HY20120309252.7105A區(qū)一層15-22軸框架柱、剪力墻及剪力墻件暗柱C501002012-7-5HY20120337752.1104A區(qū)一層15-22軸框架柱、剪力墻及剪力墻件暗柱C501002012-7-5HY20120337851.8104A區(qū)一層15-22軸框架柱、剪力墻及剪力墻件暗柱C50202012-7-5HY20120337948.898A區(qū)一層23-30軸框架柱、剪力墻C501002012-7-8HY20120351651.8104A區(qū)一層23-30軸框架柱、剪力墻C5082012-7-8HY20120351953.2106A區(qū)二層8-15軸框架柱、剪力墻及剪力墻件暗柱C501002012-7-19HY20120392657.7115A區(qū)二層8-15軸框架柱、剪力墻及剪力墻件暗柱C50772012-7-19HY20120392756.9114A區(qū)二層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-7-24HY20120413164.7129A區(qū)二層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-7-24HY20120413275.6151A區(qū)二層15-23軸框架柱、剪力墻及剪力墻件暗柱C50202012-7-24HY20120413375.0150A區(qū)三層8-15軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-4HY20120451869.8140A區(qū)三層8-15軸框架柱、剪力墻及剪力墻件暗柱C50802012-8-4HY20120451963.8128單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-002層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)三層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-6HY20120460973.2146A區(qū)三層15-23軸框架柱、剪力墻及剪力墻件暗柱C50602012-8-6HY20120461073.9148A區(qū)四層815軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-20HY20120534368.0136A區(qū)四層8-15軸框架柱、剪力墻及剪力墻件暗柱C50702012-8-20HY20120536365.2130A區(qū)四層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-23HY20120548469.1138A區(qū)四層15-23軸框架柱、剪力墻及剪力墻件暗柱C50702012-8-23HY20120548568.6137A區(qū)五層8-15軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-29HY20120577367.9136A區(qū)五層8-15軸框架柱、剪力墻及剪力墻件暗柱C50502012-8-29HY20120577468.0136A區(qū)五層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-8-31HY20120587268.2136A區(qū)五層15-23軸框架柱、剪力墻及剪力墻件暗柱C50502012-8-31HY20120587366.2132A區(qū)六層8-15軸框架柱、剪力墻及剪力墻件暗柱C501002012-9-7HY20120612064.4129A區(qū)六層8-15軸框架柱、剪力墻及剪力墻件暗柱C50502012-9-7HY20120612362.9126A區(qū)六層15-23軸框架柱、剪力墻及剪力墻件暗柱C501002012-9-9HY20120619767.4135A區(qū)六層15-23軸框架柱、剪力墻及剪力墻件暗柱C50502012-9-9HY20120619861.8124B區(qū)一層框架柱、剪力墻及剪力墻件暗柱C501002012-6-23HY20120292157.3115單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-003層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理B區(qū)一層框架柱、剪力墻及剪力墻件暗柱C50202012-6-23HY20120292258.0116B區(qū)二層框架柱、剪力墻及剪力墻件暗柱C501002012-7-13HY20120370148.697B區(qū)二層框架柱、剪力墻及剪力墻件暗柱C501002012-7-13HY20120370247.695B區(qū)二層框架柱、剪力墻及剪力墻件暗柱C501002012-7-13HY20120370350.0100B區(qū)三層框架柱、剪力墻及剪力墻件暗柱C501002012-7-30HY20120432272.7145B區(qū)三層框架柱、剪力墻及剪力墻件暗柱C50252012-7-30HY20120432574.7149C區(qū)一層B1-B8框架柱、剪力墻及剪力墻件暗柱C501002012-7-8HY20120350848.497C區(qū)一層B1-B8框架柱、剪力墻及剪力墻件暗柱C50502012-7-8HY20120352150.5101C區(qū)二層框架柱、剪力墻及剪力墻件暗柱C501002012-7-26HY20120419757.2114C區(qū)二層框架柱、剪力墻及剪力墻件暗柱C50402012-7-26HY20120419862.0124C區(qū)三層框架柱、剪力墻及剪力墻件暗柱C501002012-8-10HY20120482758.4117C區(qū)三層框架柱、剪力墻及剪力墻件暗柱C50402012-8-10HY20120482852.4105A區(qū)二層8-15軸柱端、墻端C50602012-7-29HY20120430471.4143A區(qū)二層15-23軸柱端、墻端C50502012-8-1HY20120443269.4139A區(qū)三層8-15軸柱端、墻端C50802012-8-16HY20120515573.6147單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-004層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)三層15-23軸柱端、墻端C50802012-8-17HY20120521566.8134A區(qū)四層8-15軸柱端、墻端C50702012-8-26HY20120561466.4133A區(qū)四層15-23軸柱端、墻端C50702012-8-28HY20120573553.7107A區(qū)五層8-15軸柱端、墻端C50702012-9-4HY20120598670.9142A區(qū)五層15-23軸柱端、墻端C50702012-9-6HY20120607169.9140A區(qū)六層8-15軸柱端、墻端C50602012-9-13HY20120636664.0128A區(qū)六層15-23軸柱端、墻端C50702012-9-14HY20120640066.6133B區(qū)二層柱端、墻端C50502012-7-24HY20120413065.4131B區(qū)三層柱端、墻端C50702012-8-10HY20120481357.1114C區(qū)二層柱端、墻端C50602012-8-4HY20120452067.2134C區(qū)三層柱端、墻端C50702012-8-19HY20120529962.3125單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-005層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理B區(qū)四層框架柱、剪力墻及剪力墻件暗柱C401002012-8-14HY20120503762.7157強度系數(shù)=1試件組數(shù):n=6.00合格判定系數(shù): 1= 2=mfcu=57.15 Sfcu=fcuk=40.00fcumin=52.10 評定方法:Mfcu1.15fcuk =46fcumin 0.95 fcuk=38該批砼強度判定為合格.B區(qū)四層框架柱、剪力墻及剪力墻件暗柱C40202012-8-14HY20120503859.8150C區(qū)四層框架柱、剪力墻及剪力墻件暗柱C401002012-8-24HY20120552056.8142C區(qū)四層框架柱、剪力墻及剪力墻件暗柱C40202012-8-24HY20120552155.6139B區(qū)四層柱端、墻端C40702012-8-21HY20120538655.9140C區(qū)四層柱端、墻端C40502012-8-30HY20120580052.1130單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-006層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)一層1-8軸梁板C301002012-7-7HY20120347232.6109強度系數(shù)=1試件組數(shù):n=84合格判定系數(shù): 1=0.95 2=0.85mfcu=40.94 Sfcu=6.02fcuk=30.0fcumin=27.8 評定方法:Mfcu0.9 fcuk+1 Sfcu=32.72fcumin 2 fcuk=25.5該批砼強度判定為合格.A區(qū)一層1-8軸梁板C301002012-7-7HY20120347329.598A區(qū)一層1-8軸梁板C301002012-7-7HY20120347427.893A區(qū)一層1-8軸梁板C30752012-7-7HY20120347528.896A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120362142.8143A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120362240.2134A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120362341.4138A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120362443.9146A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120364040.8136A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120364438.9130A區(qū)一層8-15軸梁板樓梯C301002012-7-11HY20120364539.9133A區(qū)一層8-15軸梁板樓梯C30502012-7-11HY20120364641.7139A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120383834.2114A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120383931.0103A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120384032.4108單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-007層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120384133.2111A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120384233.8113A區(qū)一層15-23軸梁板樓梯C302002012-7-17HY20120384334.0113A區(qū)一層23-30軸梁板樓梯C301002012-7-7HY20120400735.4118A區(qū)一層23-30軸梁板樓梯C301002012-7-21HY20120402034.0113A區(qū)一層23-30軸梁板樓梯C301002012-7-21HY20120402134.7116A區(qū)一層23-30軸梁板樓梯C301002012-7-21HY20120402233.9113A區(qū)一層23-30軸梁板樓梯C30302012-7-21HY20120402334.6115A區(qū)二層8-15軸梁、現(xiàn)澆板、樓梯C301002012-7-29HY20120430539.2131A區(qū)二層8-15軸梁、現(xiàn)澆板、樓梯C301002012-7-29HY20120430639.0130A區(qū)二層15-23軸梁、現(xiàn)澆板、樓梯C301002012-8-1HY20120441839.3131A區(qū)二層15-23軸梁、現(xiàn)澆板、樓梯C30202012-8-1HY20120441939.3131A區(qū)三層8-15軸梁、現(xiàn)澆板、樓梯C301002012-8-16HY20120512845.7152A區(qū)三層8-15軸梁、現(xiàn)澆板、樓梯C301002012-8-16HY20120512946.2154A區(qū)三層8-15軸梁、現(xiàn)澆板、樓梯C301002012-8-16HY20120516245.5152單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-008層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)三層15-23軸梁、現(xiàn)澆板、樓梯C301002012-8-17HY20120518545.8153A區(qū)三層15-23軸梁、現(xiàn)澆板、樓梯C301002012-8-17HY20120521345.0150A區(qū)三層15-23軸梁、現(xiàn)澆板、樓梯C301002012-8-17HY20120521444.2147A區(qū)四層8-15軸梁、現(xiàn)澆板、樓梯C301002012-8-26HY20120561141.1137A區(qū)四層8-15軸梁、現(xiàn)澆板、樓梯C30402012-8-26HY20120561242.8143A區(qū)四層8-15軸梁、現(xiàn)澆板、樓梯C30402012-8-26HY20120561342.6142A區(qū)四層15-23軸梁、現(xiàn)澆板、樓梯C301002012-8-28HY20120573331.9106A區(qū)四層15-23軸梁、現(xiàn)澆板、樓梯C30802012-8-28HY20120573430.5102A區(qū)五層8-15軸梁、現(xiàn)澆板、樓梯C301002012-9-4HY20120598444.0147A區(qū)五層8-15軸梁、現(xiàn)澆板、樓梯C30802012-9-4HY20120598541.5138A區(qū)五層15-23軸梁、現(xiàn)澆板、樓梯C301002012-9-6HY20120607243.2144A區(qū)五層15-23軸梁、現(xiàn)澆板、樓梯C30802012-9-6HY20120607344.0147A區(qū)六層8-15軸梁、現(xiàn)澆板、樓梯C301002012-9-13HY20120636447.5158A區(qū)六層8-15軸梁、現(xiàn)澆板、樓梯C30812012-9-13HY20120636548.0160A區(qū)六層15-23軸梁、現(xiàn)澆板、樓梯C301002012-9-14HY20120640146.7156單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-009層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)六層15-23軸梁、現(xiàn)澆板、樓梯C30812012-9-14HY20120640242.2141B區(qū)一層梁、現(xiàn)澆板、樓梯C301002012-7-7HY20120347031.2104B區(qū)一層梁、現(xiàn)澆板、樓梯C30652012-7-7HY20120347131.6105B區(qū)二層梁、現(xiàn)澆板、樓梯C301002012-7-24HY20120412832.2107B區(qū)二層梁、現(xiàn)澆板、樓梯C301002012-7-24HY20120412934.9116B區(qū)三層梁、現(xiàn)澆板、樓梯C301002012-8-10HY20120481046.4155B區(qū)三層梁、現(xiàn)澆板、樓梯C301002012-8-10HY20120481146.6155B區(qū)三層梁、現(xiàn)澆板、樓梯C30102012-8-10HY20120481241.7139B區(qū)四層梁、現(xiàn)澆板、樓梯C301002012-8-21HY20120537650.8169B區(qū)四層梁、現(xiàn)澆板、樓梯C301002012-8-21HY20120537754.3181B區(qū)四層梁、現(xiàn)澆板、樓梯C30202012-8-21HY20120537850.3168B區(qū)五層梁、現(xiàn)澆板、樓梯C301002012-9-1HY20120588747.2157B區(qū)五層梁、現(xiàn)澆板、樓梯C301002012-9-1HY20120588843.8146B區(qū)五層梁、現(xiàn)澆板、樓梯C30302012-9-1HY20120588944.2147B區(qū)六層梁、現(xiàn)澆板、樓梯C301002012-9-11HY20120627744.6149單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-010層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理B區(qū)六層梁、現(xiàn)澆板、樓梯C301002012-9-11HY20120627546.1154B區(qū)六層梁、現(xiàn)澆板、樓梯C30602012-9-11HY20120627647.4158B區(qū)五層框架柱、剪力墻及剪力墻件暗柱C301002012-8-26HY20120561041.8139B區(qū)六層框架柱、剪力墻及剪力墻件暗柱C301002012-9-4HY20120599145.7152C區(qū)五層框架柱、剪力墻及剪力墻件暗柱C301002012-9-1HY20120589042.3141C區(qū)五層框架柱、剪力墻及剪力墻件暗柱C30202012-9-1HY20120589145.8153C區(qū)六層框架柱、剪力墻及剪力墻件暗柱C301002012-9-12HY20120631646.7156C區(qū)六層框架柱、剪力墻及剪力墻件暗柱C30502012-9-12HY20120633045.2151C區(qū)一層B1-B8軸梁板梯C301002012-7-21HY20120399936.1120C區(qū)一層B1-B8軸梁板梯C301002012-7-21HY20120402435.0117C區(qū)一層B1-B8軸梁板梯C30702012-7-21HY20120402537.0123C區(qū)二層梁、現(xiàn)澆板、樓梯C301002012-8-4HY20120452137.2124C區(qū)二層梁、現(xiàn)澆板、樓梯C301002012-8-4HY20120452236.7122C區(qū)三層梁、現(xiàn)澆板、樓梯C301002012-8-19HY20120530041.5138C區(qū)三層梁、現(xiàn)澆板、樓梯C301002012-8-19HY20120530147.1157單位工程技術負責人: 質檢員: 資料員:DB15/427-2005現(xiàn)澆混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-07-011層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理C區(qū)三層梁、現(xiàn)澆板、樓梯C30202012-8-19HY20120530247.2157C區(qū)四層梁、現(xiàn)澆板、樓梯C301002012-8-30HY20120580141.3138C區(qū)四層梁、現(xiàn)澆板、樓梯C30502012-8-30HY20120580246.5155C區(qū)五層梁、現(xiàn)澆板樓梯、柱端、墻端C301002012-9-8HY20120616641.6139C區(qū)五層梁、現(xiàn)澆板樓梯、柱端、墻端C30802012-9-8HY20120616743.0143C區(qū)六層梁、現(xiàn)澆板樓梯、柱端、墻端C301002012-9-18HY20120655849.3164C區(qū)六層梁、現(xiàn)澆板樓梯、柱端、墻端C301002012-9-18HY20120655948.7162C區(qū)六層梁、現(xiàn)澆板樓梯、柱端、墻端C30602012-9-18HY20120656049.0163單位工程技術負責人: 質檢員: 資料員: DB15/427-2005600.d同條件養(yǎng)護試件混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-09-001層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)一層115軸框架柱剪力墻件暗柱及剪力墻C503002012-6-28HY20120311062.6125強度系數(shù)=1試件組數(shù):n=19合格判定系數(shù): 1=1.05 2=0.85mfcu=69.11 Sfcu=7.54fcuk=50.0fcumin=57.0 評定方法:Mfcu0.9 fcuk+1 Sfcu=52.92fcumin 2 fcuk=42.5該批砼強度判定為合格。A區(qū)一層15-22軸框架柱剪力墻件暗柱及剪力墻C502202012-7-5HY20120345659.8120A區(qū)一層23-30軸框架柱剪力墻C501082012-7-8HY20120359170.2140A區(qū)二層815軸框架柱剪力墻件暗柱及剪力墻C501772012-7-19HY20120395868.9138A區(qū)二層15-23軸框架柱剪力墻及剪力墻件暗柱C502202012-7-24HY20120417372.8146A區(qū)三層8-15軸框架柱剪力墻及剪力墻件暗柱C501802012-8-4HY20120456472.4145A區(qū)三層15-23軸框架柱剪力墻及剪力墻件暗柱C501602012-8-6HY20120467681.5163A區(qū)四層8-15軸框架柱剪力墻及剪力墻件暗柱C501702012-8-20HY20120567675.8152A區(qū)四層15-23軸框架柱剪力墻及剪力墻件暗柱C501702012-8-23HY20120582375.8152A區(qū)五層8-15軸框架柱剪力墻及剪力墻件暗柱C501502012-8-29HY20120630871.6143A區(qū)五層15-23軸框架柱剪力墻及剪力墻件暗柱C501502012-8-31HY20120634670.2140A區(qū)六層8-15軸框架柱剪力墻及剪力墻件暗柱C501502012-9-7HY20120689876.9154A區(qū)六層15-23軸框架柱剪力墻及剪力墻件暗柱C501502012-9-9HY20120726473.3147B區(qū)一層框架柱剪力墻及剪力墻件暗柱C501202012-6-23HY20120289665.2130B區(qū)二層框架柱剪力墻及剪力墻件暗柱C503002012-7-13HY20120372958.4117B區(qū)三層框架柱剪力墻及剪力墻件暗柱C501252012-7-30HY20120440779.8160單位工程技術負責人: 質檢員: 資料員: DB15/427-2005600.d同條件養(yǎng)護試件混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-09-002層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理B區(qū)三層框架柱剪力墻及剪力墻件暗柱C501252012-7-30HY20120440779.8160C區(qū)一層框架柱剪力墻及剪力墻件暗柱C501502012-7-8HY20120358360.2120C區(qū)二層框架柱剪力墻及剪力墻件暗柱C501402012-7-26HY20120424260.7121C區(qū)三層框架柱剪力墻及剪力墻件暗柱C501402012-8-10HY20120500057.0114單位工程技術負責人: 質檢員: 資料員: DB15/427-2005600.d同條件養(yǎng)護試件混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-09-003層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理B區(qū)三層框架柱剪力墻及剪力墻件暗柱C401202012-8-14HY20120524359.1148強度系數(shù)=1試件組數(shù):n=6.00合格判定系數(shù): 1= 2=mfcu=63.05 Sfcu=fcuk=40.00fcumin=59.10 評定方法:Mfcu1.15fcuk =46fcumin 0.95 fcuk=38該批砼強度判定為合格.C區(qū)四層框架柱剪力墻及剪力墻件暗柱C401202012-8-24HY20120591267.0168單位工程技術負責人: 質檢員: 資料員: DB15/427-2005600.d同條件養(yǎng)護試件混凝土抗壓強度統(tǒng)計評定表單位工程名稱： C02-3-09-004層數(shù)部位設計強度等級砼數(shù)量(M3)澆筑砼起止日期試驗單編號每組試塊強度代表值（MPa）占設計強度百分比(%)單位工程強度驗收判斷計算結論與處理A區(qū)一層1-8軸梁板C303752012-7-7HY20120352836.7122強度系數(shù)=1試件組數(shù):n=30合格判定系數(shù): 1=0.95 2=0.85mfcu=49.03 Sfcu=6.51fcuk=30.0fcumin=36.4 評定方法:Mfcu0.9 fcuk+1 Sfcu=33.18fcumin 2 fcuk=25.5 該批砼強度判定為合格.A區(qū)一層8-15軸梁板梯C307502012-7-11HY20120366447.8159A區(qū)一層15-23軸梁、現(xiàn)澆板、樓梯C3012002012-7-17HY20120383158.2194A區(qū)一層23-30軸梁板C304302012-7-21HY20120400946.6155A區(qū)二層8-15軸梁、現(xiàn)澆板、樓梯C302002012-7-29HY20120446544.8149A區(qū)二層15-23軸梁、現(xiàn)澆板、樓梯C301202012-8-1HY20120445845.0150A區(qū)三層8-15軸梁、現(xiàn)澆板、樓梯C3030