回彈法檢測(cè)混凝土抗壓強(qiáng)度計(jì)算程序xls

1、回彈法檢測(cè)混凝土抗壓強(qiáng)度計(jì)算程序序號(hào)12345678910111213141516碳化值角度測(cè)試面泵送混凝土1353634383638373438363436383936392.00側(cè)面是2383837393437363738343637373638372.00側(cè)面是3343437353638343834353638393436382.00側(cè)面是4363638393134313537383435373834372.00側(cè)面是5383437393436373939443937363934362.00側(cè)面是平均值(MPa)標(biāo)準(zhǔn)差(MPa)最小值(MPa)推定強(qiáng)度(MPa)32.11.0231.13

2、1.1Rm角度修正值測(cè)試面修正值修正回彈值強(qiáng)度換算值泵送砼強(qiáng)度修正值修正強(qiáng)度換算值36.60036.629.2332.237.00037.029.8332.835.90035.928.1331.135.90035.928.1331.137.40037.430.52.933.4回彈法檢測(cè)混凝土抗壓強(qiáng)度計(jì)算程序回彈值角度修正回彈值測(cè)試面修正Rma檢 測(cè) 角 度()Rtm或Rbm表面向 上向 下202.590604530-30-45-60-90212.420-6.0-5.0-4.0-3.02.533.54222.321-5.9-4.9-4.0-3.02.53.03.54.0232.222-5.8-4

3、.8-3.9-2.92.42.93.43.9242.123-5.7-4.7-3.9-2.92.42.93.43.9252.024-5.6-4.6-3.8-2.82.32.83.33.8261.925-5.5-4.5-3.8-2.82.32.83.33.8271.826-5.4-4.4-3.7-2.72.22.73.23.7281.727-5.3-4.3-3.7-2.72.22.73.23.7291.628-5.2-4.2-3.6-2.62.12.63.13.6301.529-5.1-4.1-3.6-2.62.12.63.13.6311.430-5.0-4.0-3.5-2.52.02.53.03

4、.5321.331-4.9-4.0-3.5-2.52.02.53.03.5331.232-4.8-3.9-3.4-2.41.92.42.93.4341.133-4.7-3.9-3.4-2.41.92.42.93.4351.034-4.6-3.8-3.3-2.31.82.32.83.3360.935-4.5-3.8-3.3-2.31.82.32.83.3370.836-4.4-3.7-3.2-2.21.72.22.73.2380.737-4.3-3.7-3.2-2.21.72.22.73.2390.638-4.2-3.6-3.1-2.11.62.12.63.1400.539-4.1-3.6-3.

5、1-2.11.62.12.63.1410.440-4.0-3.5-3.0-2.01.52.02.53.0420.341-4.0-3.5-3.0-2.01.52.02.53.0430.242-3.9-3.4-2.9-1.91.41.92.42.9440.143-3.9-3.4-2.9-1.91.41.92.42.945044-3.8-3.3-2.8-1.81.31.82.32.846045-3.8-3.3-2.8-1.81.31.82.32.847046-3.7-3.2-2.7-1.71.21.72.22.748047-3.7-3.2-2.7-1.71.21.72.22.749048-3.6-3

6、.1-2.6-1.61.11.62.12.650049-3.6-3.1-2.6-1.61.11.62.12.6注：Rtm或Rbm小于20或大于50時(shí)，均分別按20或50查表；50-3.5-3.0-2.5-1.51.01.52.02.5 表中有關(guān)混凝土澆筑表面的修正系數(shù)，時(shí)指一般原漿抹面的修正值；注：Rma小于20或大于50時(shí)，均分別按20或50查表； 表中未列入的相應(yīng)于Rma的修正值，可用內(nèi)插法求得，精確至0.1。 表中有關(guān)混凝土澆筑底面的修正系數(shù)，是指構(gòu)件底面與側(cè)面采用同一類模板在澆筑情況下的修正值； 表中未列入的相應(yīng)于Rtm或Rbm 的Rta和Rba值，可用內(nèi)插法求得，精確至0.1。 表中

7、未列入的相應(yīng)于Rma的修正值，可用內(nèi)插法求得，精確至0.1。 表中有關(guān)混凝土澆筑底面的修正系數(shù)，是指構(gòu)件底面與側(cè)面采用同一類模板在澆筑情況下的修正值；測(cè)區(qū)混凝土強(qiáng)度換算表底面平均回彈值Rm測(cè)區(qū)混凝土強(qiáng)度換算值fccu,i（MPa）-3平均碳化深度值dm(mm)-2.900.51.01.52.02.53.03.54.04.55.0-2.860 泵送混凝土測(cè)區(qū)混凝土強(qiáng)度換算值的修正值碳化強(qiáng)度值（mm）抗 壓 強(qiáng) 度 值 （MPa）5.56.00; 0.5; 1.0fcu,ic（MPa） 40.045.050.055.060.0K（MPa）4.531.50.01.5; 2.0fcu,ic（MPa）3

8、0.035.040.0-60.0K（MPa）31.50.0注：表中未列入的fcu,ic值可用內(nèi)插法求得其修正值，精確至0.1MPa。測(cè)區(qū)混凝土強(qiáng)度換算表測(cè)區(qū)混凝土強(qiáng)度換算值fccu,i（MPa）平均碳化深度值dm(mm)10.010.110.210.210.310.010.410.110.510.210.610.310.710.410.810.410.810.510.910.611.010.611.110.711.210.811.310.911.411.011.511.011.611.111.711.211.811.211.811.311.911.412.011.512.111.612.211

9、.612.311.712.411.812.511.912.612.012.712.012.812.112.812.212.912.313.012.413.112.413.212.513.312.613.412.613.412.713.512.813.612.913.613.013.713.013.813.113.913.214.013.214.013.314.113.414.213.514.313.614.313.614.413.714.513.814.613.814.613.914.714.014.814.114.914.215.014.215.014.315.114.415.214.415

10、.314.515.414.615.414.715.514.815.614.915.715.015.815.115.915.216.015.216.115.316.215.416.315.416.415.516.515.616.615.716.815.816.915.817.015.917.116.017.216.117.316.217.416.317.516.417.616.517.716.617.816.717.916.818.016.918.117.018.217.118.317.218.417.318.517.418.617.518.717.618.817.718.917.819.017

11、.919.118.019.218.119.318.219.418.219.518.319.618.419.718.419.818.519.818.619.918.720.018.820.118.920.219.020.319.120.419.220.519.320.619.420.719.520.819.620.919.721.019.821.119.921.220.021.320.121.420.221.520.321.620.421.720.521.820.621.920.822.020.922.121.022.221.122.321.222.421.322.521.422.621.522

12、.821.622.921.823.021.923.122.023.222.223.422.323.522.423.622.523.822.623.922.724.022.824.123.024.223.124.423.224.523.424.623.524.723.624.823.724.923.825.024.025.124.125.224.225.324.325.424.425.524.625.624.725.724.825.825.025.925.126.025.226.125.326.225.426.425.626.525.726.625.826.826.027.026.127.126

13、.227.226.427.326.527.426.627.626.727.826.827.927.028.027.128.127.228.327.428.527.528.627.628.727.828.827.929.028.029.228.229.328.329.428.429.528.629.628.829.828.930.029.030.129.130.229.230.429.430.529.530.629.630.829.830.929.931.030.031.230.231.430.431.530.531.630.631.830.832.030.932.131.032.231.232

14、.431.332.631.432.731.632.831.833.031.933.132.033.232.233.432.433.532.533.732.633.932.834.033.034.233.134.333.234.433.334.633.434.733.634.833.835.033.935.234.035.334.235.434.435.634.535.834.636.034.836.235.036.335.136.435.236.635.436.835.636.935.737.035.837.236.037.436.237.536.337.636.437.836.638.036

15、.838.136.938.237.038.437.238.637.438.837.539.037.639.137.839.238.039.438.239.638.439.738.539.938.640.138.840.239.040.439.140.639.240.739.440.839.641.039.741.239.841.440.041.640.241.740.341.840.542.040.742.240.842.341.042.541.242.741.342.841.443.041.643.241.743.341.843.542.043.742.343.842.444.042.644

16、.242.844.443.044.643.244.743.344.943.445.143.645.243.845.443.945.644.145.844.346.044.446.144.646.244.846.444.946.645.146.845.347.045.447.145.647.345.847.546.047.746.247.946.348.046.448.246.648.446.848.547.048.747.248.947.349.147.549.347.749.447.849.648.049.848.250.048.450.248.650.348.750.548.950.749.150.949.251.149.451.249.651.449.851.650.051.850.152.050.352.250.5