混凝土回弹记录表(自动计算)

构件名称测区12345678910111213141516角度修正值角度修正后测试面修正值测试面修后1364137383640374038393638363737390.5侧面37.60.037.60.037.638.42333436383934384039403539353936390.5侧面37.40.037.40.037.438.13363837363840363840383740374040410.5侧面38.40.038.40.038.440.14403837403938363841404041373338390.5侧面38.80.038.80.038.840.95393738404338393637353837383839390.5侧面38.20.038.20.038.239.66343638393436394037413741393538390.5侧面37.80.037.80.037.838.87383736384038404137373835403736380.5侧面37.80.037.80.037.838.88383740393838383738383937413740390.5侧面38.20.038.20.038.239.69373840433839383837363837373839350.5侧面37.80.037.80.037.838.810403741374037413735383738383940370.5侧面38.20.038.20.038.239.611413737384137373838393837363841370.5侧面37.80.037.80.037.838.812373838393738383939403539353938380.5侧面38.20.038.20.038.239.613383736383837363840383740373840430.5侧面38.00.038.00.038.039.214383934374039383841404041373839340.5侧面38.60.038.60.038.640.515363840384043383637353837383638400.5侧面37.80.037.80.037.838.8n=15Mpa38.0MpaC4538回弹仪碳化深度(mm)测试角度（度）测试面状况回弹平均值其他测试资质说明复核共页第页测试记录计算率定值测强曲线类别检测时环境温度（℃）编号03020103审核人员混凝土设计强度等级Mpafccu，min=38.1强度推定值fcu,e=型号JZC-H回弹仪检定证号检测依据强度换算mcfcu=39.3Mpascfcu=0.840编号测试回弹值Ri修正后回弹值测区强度值（MPa）备注达到设计强度84.4%检测部门技术质量浇筑日期2015.9.14回弹日期2015.10.24混凝土龄期子分公司苏北分公司工程名称科创大厦回弹部位2层1段竖向选择混凝土种类表号：中南建设工程质量部泵送回弹法评定混凝土强度检测记录平均值mfcuc测试计算复核批准强度推定公式按单个检测：fcu,e＝fcuc,min按批检测：fcu,e＝mfcuc1－1.645sfcuc说明回弹仪其他测试资质单位（章）39.30.838.138检测时混凝土龄期(d)检测日期检测评定依据：试验结论：测强曲线类别混凝土设计强度等级检测时环境温度(℃)率定值回弹仪检定证号审核人员按批检测计算结果型号编号1339.21440.51538.81039.61138.81239.6738.8839.6938.8440.9539.6638.8138.4238.1340.1构件名称记录编号混凝土抗压强度换算值（MPa）测区换算强度fcu,i标准差sfcuc最小值fcuc,min测区编号现龄期混凝土强度推定值fcu,e（MPa）检测部门检测日期浇筑日期报告日期工程名称检测结果表号：中南建设工程质量部子分公司报告编号回弹法评定混凝土强度检测报告