回弹法检测泵送混凝土构件强度自动计算表C30

√层√√层√1234567891011121314151613841364237353641423638413938383638.2024235423941403639363739423739364238.9034135414242374343363737383938383738.8044138433535383736414342403538354138.50353540384140363639383841393542413538.5013837423642374135354137423737424038.7023943434340373940414142393540393740.0033841373639374236353942404243393839.0043741394142423842383643374139423839.902.553535393938433643433936373941373638.1013836373139403233313132383337403334.9023435323632403440313831363932363534.8033132384035333838313136323333383334.3043939344035383740323233313340383936.5053833403936313434383933373538403336.20最小值fccu,min：水平向上向下侧面顶面底面侧面顶面底面推定值fcu,e：36.4水平向上向下侧面顶面底面推定值fcu,e：浇筑面碳化深度(㎜)强度换算值回弹值Ri强度值（MPa）水平向上向下表2.6混凝土强度回弹平行检验记录结构类型结构层数混凝土类型进度仪器型号检测部位测区编号测区平均值构件类型设计强度等级龄期（天）检测人员：监理工程师：年月日所检测构件中，检测结果不符合要求，需委托有资质的检测单位检测。。36.4平行检验意见：所检测构件强度检测结果符合要求；Ｌ３＝32.8标准差sfccu：ｍＬ＝37.0推定值fcu,e：32.8Ｌ２＝33.8平均值mfccu：34.8ｍＬ＝39.840.2Ｌ１＝39.833.9Ｌ２＝44.2平均值mfccu：41.6Ｌ３＝42.1标准差sfccu：32.841.1Ｌ１＝41.5最小值fccu,min：39.8Ｌ３＝41.7标准差sfccu：ｍＬ＝36.4Ｌ１＝40.4最小值fccu,min：36.4Ｌ２＝41.9平均值mfccu：40.31测量角度砌体承重地上6自拌混凝土结构地下2泵送附件二建筑结构实体质量检查检验用表工程名称：林景熙园一期工程栋编号：