測區(qū)混凝土強度換算表、推定區(qū)間系數(shù)表、剪壓法檢測混凝土抗壓強度報告

附錄A（規(guī)范性附錄）測區(qū)混凝土強度換算表構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)5.47.511.815.518.223.65.67.712.015.818.423.85.88.012.216.018.624.16.08.212.416.318.824.36.28.512.616.519.024.66.48.712.816.819.224.86.69.013.017.019.425.16.89.213.217.319.625.47.09.513.417.519.825.67.29.713.617.820.025.97.410.013.818.020.226.17.610.214.018.320.426.47.810.514.218.620.626.68.010.714.418.820.826.98.211.014.619.121.027.18.411.214.819.321.227.48.611.515.019.621.427.68.811.715.219.821.627.99.012.015.420.121.828.19.212.315.620.322.028.49.412.515.820.622.228.69.612.816.020.822.428.99.813.016.221.122.629.110.013.316.421.322.829.410.213.516.621.623.029.610.413.816.821.823.229.910.614.017.022.123.430.110.814.317.222.323.630.411.014.517.422.623.830.611.214.817.622.824.030.911.415.017.823.124.231.111.615.318.023.324.431.4測區(qū)混凝土強度換算表構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)構(gòu)件測區(qū)剪壓力Ni(kN)構(gòu)件測區(qū)混凝土強度換算值(MPa)24.631.731.840.739.049.824.831.932.041.039.250.025.032.232.241.239.450.325.232.432.441.539.650.525.432.732.641.739.850.825.632.932.842.040.051.025.833.233.042.240.251.326.033.433.242.540.451.626.233.733.442.740.651.826.433.933.643.040.852.126.634.233.843.241.052.326.834.434.043.541.252.627.034.734.243.741.452.827.234.934.444.041.653.127.435.234.644.241.853.327.635.434.844.542.053.627.835.735.044.842.253.828.035.935.245.042.454.128.236.235.445.342.654.328.436.435.645.542.854.628.636.735.845.843.054.828.836.936.046.043.255.129.037.236.246.343.455.329.237.436.446.543.655.629.437.736.646.843.855.829.637.936.847.044.056.129.838.237.047.344.256.330.038.537.247.544.456.630.238.737.447.844.656.830.439.037.648.044.857.130.639.237.848.345.057.330.839.538.048.545.257.631.039.738.248.831.240.038.449.031.440.238.649.331.640.538.849.5注：eq\o\ac(○,1)表內(nèi)數(shù)據(jù)在應用時不得外推；eq\o\ac(○,2)表中未列數(shù)據(jù)可用內(nèi)插法求得，精確至0.1MPa。附錄B推定區(qū)間上、下限值系數(shù)表（規(guī)范性附錄）測區(qū)數(shù)n（0.05）（0.05）（0.10）101.0172.9112.568251.2172.2922.132111.0412.8152.503261.2242.2752.120121.0622.7362.448271.2312.2602.109131.0812.6712.402281.2382.2462.099141.0982.6142.363291.2442.2322.089151.1142.5662.329301.2502.2202.080161.1282.5242.299311.2552.2082.071171.1412.4862.272321.2612.1972.063181.1532.4532.249331.2662.1862.055191.1642.4232.227341.2712.1762.048201.1752.3962.208351.2762.1672.041211.1842.3712.190361.2802.1582.034221.1932.3492.174371.2842.1492.028231.2022.3282.159381.2892.1412.022241.2102.3092.145391.2932.1332.016401.2972.1252.0101001.4141.9271.861411.3002.1182.0051101.4241.9121.850421.3042.1111.9991201.4331.8991.841431.3082.1051.9951301.4411.8881.832441.3112.0981.9901401.4481.8791.825451.3142.0921.9861501.4541.8701.818461.3172.0861.9811601.4591.8621.812471.3212.0811.9771701.4651.8551.807481.3242.0751.9731801.4691.8491.802491.3272.0701.9691901.4741.8431.797501.3292.0651.9652001.4781.8371.793601.3542.0221.9332501.4941.8151.777701.3741.9901.9093001.5071.8001.765801.3901.9641.8904001.5251.7781.748901.4031.9441.8745001.5371.7631.736附錄C××××××××檢測單位剪壓法檢測混凝土抗壓強度報告（資料性附錄）剪壓儀型號砼澆筑日期見證人檢測結(jié)果檢測方式序號構(gòu)件名稱及部位混凝土抗壓強度換算值(MPa)現(xiàn)齡期混凝土抗壓強度推定值(MPa)混凝土強度設計等級破壞特征平均值最小值單個構(gòu)件檢測結(jié)果123456……批量強度檢測推定結(jié)果=MPa，=