表A-测区混凝土强度换算表
混凝土强度换算表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至0.1MPa。
非水平状态检测时的回弹值修正值
注：①Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至0.1。
续表
注：1
R
t m
或
R
b m
小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下 的修正值。
4 表中未列入的相应于
R
t m
或
R
b m
的
R t
a
和
R
b a
值，可用内插法求得，精确至0.1。
回弹值计算 非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rm α+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至0.1； Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正： R R R t
a t m m += R R R b
a b
m m +=
式中
R
t
m
、R
b m
——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精
确至0.1。
R
t
a
、R b
a
——混凝土浇筑表面、底面回弹值的修正值。
测区混凝土强度换算表
测区混凝土强度换算表
续表
续表
续表
续表
续表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至。
非水平状态检测时的回弹值修正值
注：① Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
续表
注：1 R t m或R b m小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下
的修正值。
4 表中未列入的相应于R t m或R b m的R t a和R b a值，可用内插法求得，精确至。
回弹值计算
非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rmα+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至；
Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正：
式中R t m、R b m——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精确至。
R t a、R b a——混凝土浇筑表面、底面回弹值的修正值。
回弹法测强度附录A非泵送混凝土强度换算表
平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.020.010.310.10.00.00.00.00.00.00.00.00.00.00.020.110.410.20.00.00.00.00.00.00.00.00.00.00.020.210.510.310.00.00.00.00.00.00.00.00.00.00.020.310.610.410.10.00.00.00.00.00.00.00.00.00.020.410.710.510.20.00.00.00.00.00.00.00.00.00.020.510.910.710.30.00.00.00.00.00.00.00.00.00.020.611.010.810.410.10.00.00.00.00.00.00.00.00.020.711.110.910.510.20.00.00.00.00.00.00.00.00.020.811.211.010.610.30.00.00.00.00.00.00.00.00.020.911.311.110.710.40.00.00.00.00.00.00.00.00.021.011.411.210.810.510.00.00.00.00.00.00.00.00.021.111.511.310.910.610.10.00.00.00.00.00.00.00.021.211.611.411.010.710.20.00.00.00.00.00.00.00.021.311.711.511.110.810.30.00.00.00.00.00.00.00.021.411.811.611.210.910.410.00.00.00.00.00.00.00.021.511.911.711.311.010.510.10.00.00.00.00.00.00.021.612.011.811.411.010.610.20.00.00.00.00.00.00.021.712.212.011.611.210.710.40.00.00.00.00.00.00.021.812.312.111.711.310.810.510.10.00.00.00.00.00.021.912.412.211.811.410.910.610.20.00.00.00.00.00.022.012.512.211.911.511.010.610.20.00.00.00.00.00.022.112.612.312.011.611.110.710.30.00.00.00.00.00.022.212.712.412.111.711.210.810.410.00.00.00.00.00.022.312.912.612.311.911.310.910.610.20.00.00.00.00.022.413.012.712.412.011.411.010.710.310.00.00.00.00.022.513.112.812.512.111.511.110.810.410.10.00.00.00.022.613.212.912.512.111.611.210.810.410.20.00.00.00.022.713.313.012.612.211.711.310.910.510.30.00.00.00.022.813.413.112.712.311.811.411.010.610.30.00.00.00.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）22.913.613.312.912.512.011.511.110.710.40.00.00.00.023.013.713.413.012.612.111.611.210.810.510.10.00.00.023.113.813.513.112.712.211.711.310.910.610.20.00.00.023.213.913.613.212.812.211.811.411.010.710.310.00.00.023.314.013.713.312.912.311.911.511.110.810.410.10.00.023.414.113.813.413.012.412.011.611.210.910.410.20.00.023.514.314.013.613.112.612.111.711.311.010.610.30.00.023.614.414.113.713.212.712.211.811.411.110.710.410.10.023.714.514.213.813.312.812.311.911.511.210.810.510.20.023.814.614.313.913.412.812.412.011.511.210.810.510.20.023.914.814.514.113.613.012.612.111.711.410.910.610.30.024.014.914.614.213.713.112.712.211.811.511.010.710.410.124.115.014.714.313.813.212.812.311.911.611.110.810.510.224.215.114.814.313.913.312.812.411.911.611.210.910.610.324.315.315.014.514.113.513.012.512.111.811.311.010.710.424.415.415.114.614.213.613.112.612.211.911.411.110.810.424.515.515.214.714.313.713.212.712.312.011.511.210.910.524.615.615.314.814.413.713.312.812.312.011.511.210.910.624.715.815.515.014.513.913.412.912.512.111.711.311.010.724.815.915.615.114.614.013.513.012.612.211.811.411.110.724.916.115.815.314.814.213.713.212.712.311.911.611.210.825.016.215.915.414.914.313.813.312.812.312.011.711.310.925.116.316.015.515.014.413.913.412.912.512.111.811.411.025.216.416.115.615.114.413.913.413.012.612.111.811.511.025.316.616.315.815.314.614.113.613.112.712.311.911.611.125.416.716.415.915.414.714.213.713.212.812.412.011.711.225.516.816.516.015.614.814.313.813.312.912.512.111.811.325.616.916.616.115.714.914.413.913.413.012.512.211.811.325.717.116.816.215.815.014.514.013.513.112.612.311.911.4平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）25.817.216.916.315.815.114.614.113.613.212.712.412.011.525.917.417.116.516.015.314.814.313.713.312.912.512.111.626.017.517.216.616.115.414.914.413.813.413.012.612.211.626.117.717.316.816.315.615.014.513.913.513.112.712.311.726.217.817.416.916.415.715.114.614.013.613.212.812.411.826.317.917.517.016.515.815.214.714.113.713.312.912.511.926.418.017.617.116.615.815.314.814.213.813.313.012.612.026.518.217.817.316.716.015.514.914.313.913.413.112.712.126.618.317.917.416.816.115.615.014.414.013.513.212.812.126.718.518.117.617.016.315.715.214.514.113.713.312.912.226.818.618.217.717.116.415.815.314.614.213.813.412.912.326.918.818.417.917.316.516.015.414.714.313.913.513.012.427.018.918.518.017.416.616.115.514.814.414.013.613.112.427.119.018.618.117.516.716.215.614.914.514.113.713.212.527.219.118.718.117.616.816.215.715.014.614.113.813.312.627.319.318.918.317.716.916.315.815.114.714.213.913.412.727.419.419.018.417.817.016.415.915.214.814.314.013.412.727.519.619.218.617.917.116.516.015.314.914.414.113.512.827.619.719.318.718.017.216.616.115.415.014.514.113.612.927.719.919.518.918.117.316.716.215.515.114.614.213.713.027.820.019.619.018.217.416.816.315.615.214.714.213.713.027.920.219.719.118.317.516.916.415.715.314.814.313.813.128.020.319.719.218.417.617.016.515.815.414.814.413.913.228.120.519.919.418.517.717.116.615.915.514.914.514.013.328.220.620.019.518.617.817.216.716.015.615.014.614.013.328.320.820.219.618.717.917.316.816.115.715.114.714.113.428.420.920.319.718.818.017.416.916.215.815.214.814.213.528.521.120.519.919.018.117.517.016.315.915.314.914.313.628.621.220.620.019.118.217.617.116.416.015.415.014.313.6平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）28.721.420.820.119.318.417.717.216.516.115.515.114.413.728.821.520.920.219.418.517.817.316.616.215.615.214.513.828.921.721.020.419.518.618.017.416.716.315.715.314.613.929.021.821.120.519.618.718.117.516.816.415.815.414.613.929.122.021.320.719.818.918.217.616.916.515.915.514.714.029.222.121.420.819.919.018.317.717.016.616.015.614.814.129.322.321.621.020.119.218.517.817.116.716.115.714.914.229.422.421.721.120.219.318.617.917.216.816.215.815.014.229.522.621.921.220.319.418.718.117.416.916.315.915.114.329.622.722.021.320.419.518.818.217.517.016.416.015.114.429.722.922.221.520.619.719.018.317.617.116.516.115.214.529.823.022.321.620.719.819.118.417.717.216.616.215.314.529.923.222.521.820.919.919.218.517.817.316.716.315.414.630.023.322.621.921.020.019.318.617.917.416.816.415.414.730.123.522.822.121.120.219.518.818.117.516.916.515.514.830.223.622.922.221.220.319.618.918.217.617.016.615.614.930.323.823.122.421.420.519.719.018.317.717.116.715.715.030.423.923.222.521.520.619.819.118.417.817.216.815.815.130.524.123.422.721.720.820.019.318.617.917.416.915.915.230.624.323.622.821.920.920.219.418.718.017.517.016.015.230.724.523.823.022.021.120.319.618.818.117.617.116.115.330.824.623.923.122.121.220.419.718.918.217.717.216.215.430.924.824.123.322.321.320.619.819.118.317.817.316.315.531.024.924.223.422.421.420.719.919.218.417.917.416.415.531.125.124.323.622.621.620.820.119.318.518.017.516.515.631.225.224.423.722.721.720.920.219.418.618.117.616.615.731.325.424.623.922.921.921.120.419.618.818.317.716.815.831.425.624.824.123.022.021.220.519.718.918.417.816.915.831.525.825.024.223.222.221.420.619.819.118.517.917.015.9平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）31.625.925.124.323.322.321.520.719.919.218.618.017.116.031.726.125.324.523.522.421.620.920.119.318.818.117.216.131.826.225.424.623.622.521.721.020.219.418.918.217.316.231.926.425.624.823.822.721.921.120.319.519.018.317.416.332.026.525.724.923.922.822.021.220.419.619.118.417.516.432.126.725.925.124.123.022.221.420.619.819.318.517.616.532.226.926.125.324.223.122.321.520.719.919.418.617.716.632.327.126.325.524.423.322.521.720.820.019.518.717.816.732.427.226.425.624.523.422.621.820.920.119.618.817.916.832.527.426.625.824.723.622.822.021.120.319.818.918.016.932.627.626.825.924.823.722.922.121.320.419.919.018.117.032.727.827.026.125.023.923.122.221.420.520.019.118.217.132.827.927.126.225.124.023.222.321.520.620.119.218.317.232.928.127.326.425.324.223.322.521.620.820.219.318.417.333.028.227.426.525.424.323.422.621.720.920.319.418.517.433.128.427.626.725.624.523.622.821.921.120.419.518.617.533.228.627.726.825.724.623.722.922.021.220.519.618.717.633.328.827.927.025.924.823.923.022.221.320.619.718.817.733.428.928.027.126.024.924.023.122.321.420.719.818.917.833.529.128.227.326.225.124.123.222.521.620.819.919.017.933.629.328.427.426.425.224.223.322.621.720.920.019.118.033.729.528.627.626.525.324.323.422.721.821.020.119.218.133.829.628.727.726.625.424.423.522.821.921.120.219.318.233.929.828.927.926.725.524.523.622.922.021.220.319.418.334.030.029.128.026.825.624.623.723.022.121.320.419.518.334.130.229.328.226.925.724.723.823.122.221.420.519.618.434.230.329.428.327.025.824.823.923.222.321.520.619.718.434.330.529.628.527.125.924.924.023.322.421.620.719.818.534.430.729.828.627.226.025.024.123.422.521.720.819.818.6平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）34.530.930.028.827.326.125.124.223.522.621.820.919.918.734.631.130.228.927.426.225.224.323.622.721.921.020.018.834.731.330.429.127.526.325.324.423.722.822.021.120.118.934.831.430.529.227.626.425.424.523.822.922.121.220.219.034.931.630.729.427.826.625.624.723.923.122.221.320.319.135.031.830.829.628.026.725.824.824.023.222.321.420.419.235.132.031.029.828.126.925.924.924.123.322.421.520.519.335.232.131.129.928.227.026.025.024.223.422.521.620.619.435.332.331.330.128.427.226.225.224.323.622.721.720.719.535.432.531.530.228.627.326.325.424.423.722.821.820.819.635.532.731.730.428.827.526.525.624.623.922.921.920.919.735.632.931.930.629.027.626.625.724.724.023.022.021.019.835.733.132.130.829.227.826.825.924.924.223.222.121.119.935.833.332.331.029.328.027.026.025.024.323.322.221.220.035.933.532.531.129.528.127.126.125.124.423.422.321.320.136.033.632.631.229.628.227.226.225.224.523.522.421.420.236.133.832.831.429.828.427.426.425.424.723.722.521.520.336.234.033.031.629.928.627.526.525.524.823.822.621.620.436.334.233.231.830.128.827.726.725.725.024.022.721.720.536.434.433.432.030.328.927.926.825.825.124.122.821.820.636.534.633.632.230.529.128.127.026.025.324.322.921.920.836.634.833.832.430.629.228.227.126.125.424.423.022.020.936.735.034.032.630.829.428.427.326.325.624.523.122.121.036.835.234.132.731.029.628.527.526.425.724.623.222.221.136.935.434.332.931.129.728.727.626.525.824.723.322.321.237.035.534.433.031.229.828.827.726.625.924.823.422.421.337.135.734.633.231.430.029.027.926.826.125.023.622.521.437.235.934.833.431.630.229.128.026.926.225.123.722.621.537.336.135.033.631.830.429.328.227.126.425.323.922.821.7平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）37.436.335.233.831.930.529.428.327.226.525.424.022.921.837.536.535.434.032.130.729.628.527.426.725.624.123.021.937.636.735.634.132.330.829.728.627.526.825.724.223.122.037.736.935.834.332.531.029.928.827.727.025.924.423.322.237.837.136.034.532.631.230.028.927.827.126.024.523.422.337.937.336.234.732.831.430.229.128.027.326.124.723.522.438.037.536.434.933.031.530.329.228.127.426.224.823.622.538.137.736.635.133.231.730.529.428.327.626.424.923.822.638.237.936.835.233.431.830.629.528.427.726.525.023.922.738.338.137.035.433.632.030.829.728.627.926.725.224.022.938.438.337.235.633.732.130.929.828.728.026.825.324.123.038.538.537.435.833.932.331.130.028.928.226.925.424.323.138.638.737.536.034.132.431.230.129.028.327.025.524.423.238.738.937.736.234.332.631.430.329.228.427.125.724.523.438.839.137.936.434.432.731.530.429.328.527.225.824.623.538.939.338.136.634.632.931.730.529.528.727.325.924.723.639.039.538.236.734.733.031.830.629.628.827.426.024.823.739.139.738.436.934.933.232.030.729.728.927.526.124.923.939.239.938.537.035.033.332.130.829.829.027.626.225.024.039.340.138.737.235.233.532.330.929.929.127.726.325.124.139.440.338.837.335.333.632.431.030.029.227.826.425.224.239.540.539.037.535.533.832.631.130.129.327.926.525.324.339.640.739.137.635.633.932.731.230.229.428.026.625.424.439.741.039.437.835.834.132.931.330.429.628.126.725.524.639.841.239.638.035.934.233.031.430.529.728.226.825.624.739.941.439.838.236.134.433.231.630.729.928.326.925.724.940.041.639.938.336.234.533.331.730.830.028.427.025.825.040.141.840.138.536.434.733.531.931.030.128.527.225.925.140.242.040.338.636.534.833.632.031.130.228.627.326.025.2平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）40.342.240.538.836.735.033.832.231.330.428.727.526.125.340.442.440.739.036.935.133.932.331.430.528.827.626.225.440.542.640.939.237.135.334.132.531.630.729.027.726.425.640.642.841.139.437.235.434.232.631.730.829.127.826.525.740.743.141.439.637.535.634.432.831.931.029.328.026.725.940.843.341.639.837.735.734.532.932.031.229.428.126.826.040.943.541.840.037.935.934.733.132.231.429.628.327.026.141.043.742.040.238.036.034.833.232.331.529.728.427.126.241.143.942.240.438.236.234.933.432.531.729.928.627.226.441.244.142.340.638.436.335.133.532.631.830.028.727.326.541.344.342.540.838.636.535.233.732.831.930.228.827.526.641.444.542.740.938.736.635.433.832.932.030.328.927.626.741.544.843.041.239.036.835.534.033.132.230.529.127.826.941.645.043.241.439.236.935.734.233.332.430.629.227.927.041.745.243.441.639.437.135.834.433.532.630.829.428.027.141.845.443.641.839.537.236.034.533.632.730.929.528.127.241.945.743.942.039.737.436.134.733.832.931.129.728.327.442.045.944.142.239.937.636.334.934.033.031.229.828.527.542.146.144.342.440.137.836.435.134.233.231.430.028.627.742.246.344.442.640.338.036.635.234.333.331.530.128.727.842.346.544.642.840.538.236.735.434.533.531.730.328.927.942.446.744.843.040.638.336.935.534.633.631.830.429.028.042.547.045.143.240.938.537.135.734.833.832.030.629.228.242.647.245.343.441.138.737.335.934.934.032.130.729.328.342.747.445.543.641.338.937.536.135.134.232.330.829.428.542.847.645.743.841.439.037.636.235.234.332.430.929.528.642.947.946.044.041.639.237.836.435.434.532.631.129.728.843.048.146.244.241.839.438.036.635.634.632.731.329.828.943.148.346.444.442.039.638.236.835.834.832.931.430.029.0平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）43.248.546.644.642.239.838.336.935.934.933.031.530.129.143.348.846.844.942.440.038.537.136.135.133.231.730.329.343.449.047.045.142.640.238.737.236.335.333.331.830.429.443.549.247.245.342.840.438.937.436.535.533.532.030.529.543.649.447.445.443.040.539.037.536.635.633.632.130.629.643.749.747.745.743.240.739.237.736.835.833.832.330.829.843.849.947.945.943.440.939.437.936.935.933.932.430.929.943.950.248.246.243.641.139.638.137.136.134.132.631.130.144.050.448.446.443.841.339.838.337.336.334.332.831.230.244.150.648.646.644.041.540.038.537.536.534.432.931.430.444.250.848.846.744.241.740.138.637.636.634.533.031.530.544.351.149.047.044.441.940.338.837.836.834.733.231.730.744.451.349.247.244.642.140.539.038.036.934.933.331.830.844.551.549.447.444.842.340.739.238.237.135.133.532.030.944.651.749.647.645.042.440.839.338.337.235.233.632.131.044.752.049.947.845.242.641.039.538.537.435.433.832.331.244.852.250.148.045.442.841.239.738.637.635.533.932.431.344.952.550.448.345.643.041.439.938.837.835.734.132.631.545.052.750.648.545.843.241.640.139.037.935.834.332.731.645.153.050.948.746.143.441.840.339.238.136.034.532.931.845.253.251.148.946.343.642.040.439.438.336.234.633.031.945.353.451.349.246.543.842.240.639.638.536.334.733.132.145.453.651.549.446.644.042.340.739.738.636.434.833.232.245.553.951.749.646.944.242.540.939.938.836.635.033.432.445.654.151.949.847.144.442.741.140.039.036.835.233.532.545.754.452.250.047.344.642.941.340.239.237.035.433.732.745.854.652.450.247.544.843.141.540.439.337.135.533.932.845.954.852.650.447.745.043.341.740.639.537.335.734.133.046.055.052.850.647.945.243.541.940.839.737.535.834.233.1平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）46.155.353.150.948.145.443.742.141.039.937.636.034.333.246.255.553.351.148.345.543.842.241.140.037.736.134.433.346.355.853.651.348.545.744.042.441.340.237.936.334.633.546.456.053.851.548.745.944.242.641.440.338.136.434.733.646.556.354.051.849.046.144.442.841.640.538.336.634.933.846.656.554.252.049.246.344.642.941.840.738.436.735.033.946.756.854.552.249.446.544.843.142.040.938.636.935.234.146.857.054.752.449.646.745.043.342.241.038.837.035.334.246.957.355.052.749.847.045.143.542.441.239.037.235.534.447.057.555.252.950.047.245.243.742.641.439.137.435.634.547.157.855.553.250.347.445.543.942.841.639.337.635.834.747.258.055.753.450.547.645.844.142.941.839.437.736.034.847.358.356.053.650.747.846.044.343.142.039.637.936.235.047.458.556.253.850.948.046.244.543.342.139.838.036.335.147.558.856.454.151.148.246.444.743.542.340.038.236.535.347.659.056.654.351.348.446.644.843.742.540.138.436.635.447.759.356.954.551.648.646.845.043.942.740.338.636.835.647.859.557.154.751.848.847.045.244.042.840.538.736.935.747.959.857.455.052.049.047.245.444.243.040.738.937.135.948.060.057.655.252.249.247.445.644.443.240.839.037.236.048.10.057.855.552.449.447.645.844.643.441.039.237.436.248.20.058.055.752.649.647.846.044.843.641.139.337.536.348.30.058.355.952.949.848.046.245.043.841.339.537.736.548.40.058.656.153.150.048.246.445.143.941.539.637.836.648.50.058.856.453.350.248.446.645.344.141.739.838.036.848.60.059.056.653.550.448.646.745.544.341.840.038.136.948.70.059.356.953.850.748.846.945.744.542.040.238.337.148.80.059.557.154.050.949.047.145.944.642.240.338.437.248.90.059.857.354.251.149.247.346.144.842.440.538.637.4平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）49.00.060.057.554.451.349.447.546.245.042.540.638.837.549.10.00.057.854.651.549.647.746.445.242.740.839.037.749.20.00.058.054.851.749.847.946.645.442.841.039.137.849.30.00.058.355.151.950.048.146.945.643.041.239.338.049.40.00.058.555.352.150.248.347.145.843.241.339.438.249.50.00.058.755.552.350.448.547.346.043.441.539.638.449.60.00.058.955.752.550.648.747.446.243.641.739.738.549.70.00.059.256.052.850.848.947.646.443.841.939.938.749.80.00.059.456.253.051.049.147.846.543.942.040.138.849.90.00.059.756.553.251.249.348.046.744.142.240.339.050.00.00.059.956.753.451.449.548.246.944.342.340.439.150.10.00.00.056.953.651.749.748.447.144.542.540.639.350.20.00.00.057.153.851.949.948.547.244.642.640.739.450.30.00.00.057.454.152.150.148.847.544.842.840.939.650.40.00.00.057.654.352.350.349.047.745.043.041.039.750.50.00.00.057.854.552.550.549.247.945.243.241.239.950.60.00.00.058.054.752.750.749.448.045.443.441.440.050.70.00.00.058.354.952.950.949.648.245.643.641.640.250.80.00.00.058.555.153.151.149.848.445.743.741.740.350.90.00.00.058.855.453.351.350.048.645.943.941.940.551.00.00.00.059.055.653.551.550.148.846.144.142.040.751.10.00.00.059.255.853.851.750.349.046.344.342.240.951.20.00.00.059.456.054.051.950.549.246.444.442.341.051.30.00.00.059.756.254.252.150.749.446.644.642.541.251.40.00.00.059.956.454.452.350.949.646.844.742.741.351.50.00.00.00.056.754.652.551.149.847.044.942.941.551.60.00.00.00.056.954.852.751.350.047.245.143.041.651.70.00.00.00.057.155.052.951.550.247.445.343.241.751.80.00.00.00.057.355.253.151.750.347.545.443.341.8平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）51.90.00.00.00.057.655.553.451.950.547.745.643.542.152.00.00.00.00.057.855.753.652.150.747.945.843.742.352.10.00.00.00.058.055.953.852.350.948.146.043.942.552.20.00.00.00.058.256.154.052.551.148.346.244.042.652.30.00.00.00.058.556.354.252.851.348.546.444.242.852.40.00.00.00.058.756.554.453.051.548.746.544.443.052.50.00.00.00.058.956.854.653.251.748.946.744.643.252.60.00.00.00.059.157.054.853.451.949.046.944.743.352.70.00.00.00.059.457.255.053.652.149.247.144.943.552.80.00.00.00.059.657.455.253.852.349.447.345.143.652.90.00.00.00.059.857.655.454.052.549.647.545.343.853.00.00.00.00.060.057.855.654.252.749.847.645.443.953.10.00.00.00.00.058.155.954.452.950.047.845.644.153.20.00.00.00.00.058.356.154.653.150.248.045.844.353.30.00.00.00.00.058.556.354.853.350.448.246.044.553.40.00.00.00.00.058.756.555.053.550.548.346.144.653.50.00.00.00.00.059.056.755.253.750.748.546.344.853.60.00.00.00.00.059.256.955.453.950.948.746.444.953.70.00.00.00.00.059.457.155.654.151.148.946.645.153.80.00.00.00.00.059.657.355.854.351.349.046.845.353.90.00.00.00.00.00.057.656.154.551.549.247.045.554.00.00.00.00.00.00.057.856.354.751.749.447.145.654.10.00.00.00.00.00.058.056.554.951.949.647.345.854.20.00.00.00.00.00.058.256.755.152.149.847.546.054.30.00.00.00.00.00.058.456.955.452.350.047.746.254.40.00.00.00.00.00.058.657.155.652.550.247.946.354.50.00.00.00.00.00.058.957.355.852.750.448.146.554.60.00.00.00.00.00.059.157.556.052.950.548.246.654.70.00.00.00.00.00.059.357.756.253.150.748.446.8平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）54.80.00.00.00.00.00.059.557.956.453.250.948.547.054.90.00.00.00.00.00.059.758.256.653.451.148.747.255.00.00.00.00.00.00.059.958.456.853.651.348.947.355.10.00.00.00.00.00.00.058.657.053.851.549.147.555.20.00.00.00.00.00.00.058.857.254.051.649.347.755.30.00.00.00.00.00.00.059.057.454.251.849.547.955.40.00.00.00.00.00.00.059.257.654.452.049.648.055.50.00.00.00.00.00.00.059.557.854.652.249.848.255.60.00.00.00.00.00.00.059.758.054.852.450.048.455.70.00.00.00.00.00.00.00.058.355.052.650.248.655.80.00.00.00.00.00.00.00.058.555.252.850.348.755.90.00.00.00.00.00.00.00.058.755.453.050.548.956.00.00.00.00.00.00.00.00.058.955.653.250.749.156.10.00.00.00.00.00.00.00.059.155.853.450.949.356.20.00.00.00.00.00.00.00.059.356.053.551.149.456.30.00.00.00.00.00.00.00.059.556.253.751.349.656.40.00.00.00.00.00.00.00.059.756.453.951.449.856.50.00.00.00.00.00.00.00.00.056.654.151.650.056.60.00.00.00.00.00.00.00.00.056.854.351.850.156.70.00.00.00.00.00.00.00.00.057.054.552.050.356.80.00.00.00.00.00.00.00.00.057.254.752.250.556.90.00.00.00.00.00.00.00.00.057.454.952.450.757.00.00.00.00.00.00.00.00.00.057.655.152.550.857.10.00.00.00.00.00.00.00.00.057.855.352.751.057.20.00.00.00.00.00.00.00.00.058.055.552.951.257.30.00.00.00.00.00.00.00.00.058.255.753.151.457.40.00.00.00.00.00.00.00.00.058.455.953.351.657.50.00.00.00.00.00.00.00.00.058.756.153.551.857.60.00.00.00.00.00.00.00.00.058.956.353.751.9平均回弹值Rm0.00.51.01.52.02.53.0 3.54.04.55.05.56.0测区混凝土强度换算值（MPa ）平均碳化深度值 dm （mm ）57.70.00.00.00.00.00.00.00.00.059.156.553.952.157.80.00.00.00.00.00.00.00.00.059.356.754.052.357.90.00.00.00.00.00.00.00.00.059.556.954.252.558.00.00.00.00.00.00.00.00.00.059.757.054.452.758.10.00.00.00.00.00.00.00.00.00.057.254.652.958.20.00.00.00.00.00.00.00.00.00.057.454.853.058.30.00.00.00.00.00.00.00.00.00.057.655.053.258.40.00.00.00.00.00.00.00.00.00.057.855.253.458.50.00.00.00.00.00.00.00.00.00.058.055.453.658.60.00.00.00.00.00.00.00.00.00.058.255.653.858.70.00.00.00.00.00.00.00.00.00.058.455.854.058.80.00.00.00.00.00.00.00.00.00.058.655.954.158.90.00.00.00.00.00.00.00.00.00.058.856.154.359.00.00.00.00.00.00.00.00.00.00.059.056.354.559.10.00.00.00.00.00.00.00.00.00.059.256.554.759.20.00.00.00.00.00.00.00.00.00.059.456.754.959.30.00.00.00.00.00.00.00.00.00.059.656.955.159.40.00.00.00.00.00.00.00.00.00.059.857.155.259.50.00.00.00.00.00.00.00.00.00.00.057.355.459.60.00.00.00.00.00.00.00.00.00.00.057.555.659.70.00.00.00.00.00.00.00.00.00.00.057.755.859.80.00.00.00.00.00.00.00.00.00.00.057.956.059.00.00.00.00.00.00.00.00.00.00.00.058.156.260.00.00.00.00.00.00.00.00.00.00.00.058.356.4。
测区混凝土强度换算表
测区混凝土强度换算表平均回弹值Rm 测区混凝土强度换算值)(,MPaf cicu平均碳化深度值dm（mm）0 0..5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥620.0 10.3 10.120.2 10.5 10.3 10.020.4 10.7 10.5 10.220.6 11.0 10.8 10.4 10.120.8 11.2 11.0 10.6 10.321.0 11.4 11.2 10.8 10.5 10.021.2 11.6 11.4 11.0 10.7 10.221.4 11.8 11.6 11.2 10.9 10.4 10.021.6 12.0 11.8 11.4 11.0 10.6 10.221.8 12.3 12.1 11.7 11.3 10.8 10.5 10.122.0 12.5 12.2 11.9 11.5 11.0 10.6 10.222.2 12.7 12.4 12.1 11.7 11.2 10.8 10.4 10.022.4 13.0 12.7 12.4 12.0 11.4 11.0 10.7 10.3 10.022.6 13.2 12.9 12.5 12.1 11.6 11.2 10.8 10.4 10.222.8 13.4 13.1 12.7 12.3 11.8 11.4 11.0 11.6 10.323.0 13.7 13.4 13.0 12.6 12.1 11.6 11.2 10.8 10.5 10.123.2 13.9 13.6 13.2 12.8 12.2 11.8 11.4 11.0 10.7 10.6 10.023.4 14.1 13.8 13.4 13.0 12.4 12.0 11.6 11.2 10.9 10.4 10.223.6 14.4 14.1 13.7 13.2 12.7 12.2 11.8 11.4 11.1 10.7 10.4 10.123.8 14.6 14.3 13.9 13.4 12.8 12.4 12.0 11.5 11.2 10.8 10.5 10.224.0 14.9 14.6 14.2 13.7 13.1 12.7 12.2 11.8 11.5 11.0 10.7 10.4 10.1 24.2 15.1 14.8 14.3 13.9 13.3 12.8 12.4 11.9 11.6 11.2 10.9 10.6 10.3 24.4 15.4 15.1 14.6 14.2 13.6 13.1 12.6 12.2 11.9 11.4 11.1 10.8 10.4 24.6 15.6 15.3 14.8 14.4 13.7 13.3 12.8 12.3 12.0 11.5 11.2 10.9 10.624.8 15.9 15.6 15.1 14.6 14.0 13.5 13.0 12.6 12.2 11.8 11.4 11.1 10.725.0 16.2 15.9 15.4 14.9 14.3 13.8 13.3 12.8 12.5 12.0 11.7 11.3 10.9 25.2 16.4 16.1 15.6 15.1 14.4 13.9 13.4 13.0 12.6 12.1 11.8 11.5 11.0 25.4 16.7 16.4 15.9 15.4 14.7 14.2 13.7 13.2 12.9 12.4 12.0 11.7 11.2 25.6 16.9 16.6 16.1 15.7 14.9 14.4 13.9 13.4 13.0 12.5 12.2 11.8 11.325.8 17.2 16.9 16.3 15.8 15.1 14.6 14.1 13.6 13.2 12.7 12.4 12.0 11.526.0 17.5 17.2 16.6 16.1 15.4 14.9 14.4 13.8 13.5 13.0 12.6 12.2 11.6 26.2 17.8 17.4 16.9 16.4 15.7 15.1 14.6 14.0 13.7 13.2 12.8 12.4 11.8 26.4 18.0 17.6 17.1 16.6 15.8 15.3 14.8 14.2 13.9 13.3 13.0 12.6 12.0 26.6 18.3 17.9 17.4 16.8 16.1 15.6 15.0 14.4 14.1 13.5 13.2 12.8 12.126.8 18.6 18.2 17.7 17.1 16.4 15.8 15.3 14.6 14.3 13.8 13.4 12.9 12.327.0 18.9 18.5 18.0 17.4 16.6 16.1 15.5 14.8 14.6 14.0 13.6 13.1 12.4 27.2 19.1 18.7 18.1 17.6 16.8 16.2 15.7 15.0 14.7 14.1 13.8 13.3 12.6续表平均回弹值Rm 测区混凝土强度换算值)(,MPaf cicu平均碳化深度值dm（mm）0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥627.4 19.4 19.0 18.4 17.8 17.0 16.4 15.9 15.2 14.9 14.3 14.0 13.4 12.727.6 19.7 19.3 18.7 18.0 17.2 16.6 16.1 15.4 15.1 14.5 14.1 13.6 12.927.8 20.0 19.6 19.0 18.2 17.4 16.8 16.3 15.6 15.3 14.7 14.2 13.7 13.028.0 20.3 19.7 19.2 18.4 17.6 17.0 16.5 15.8 15.4 14.8 14.4 13.9 13.228.2 20.6 20.0 19.5 18.6 17.8 17.2 16.7 16.0 15.6 15.0 14.6 14.0 13.328.4 20.9 20.3 19.7 18.8 18.0 17.4 16.9 16.2 15.8 15.2 14.8 14.2 13.528.6 21.2 20.6 20.0 19.1 18.2 17.6 17.1 16.4 16.0 15.4 15.0 14.3 13.628.8 21.5 20.9 20.2 19.4 18.5 17.8 17.3 16.6 16.2 15.6 15.2 14.5 13.829.0 21.8 21.1 20.5 19.6 18.7 18.1 17.5 16.8 16.4 15.8 15.4 14.6 13.929.2 22.1 21.4 20.8 19.9 19.0 18.3 17.7 17.0 16.6 16.0 15.6 14.8 14.129.4 22.4 21.7 21.1 20.2 19.3 18.6 17.9 17.2 16.8 16.2 15.8 15.0 14.229.6 22.7 22.0 21.3 20.4 19.5 18.8 18.2 17.5 17.0 16.4 16.0 15.1 14.429.8 23.0 22.3 21.6 20.7 19.8 19.1 18.4 17.7 17.2 16.6 16.2 15.3 14.530.0 23.3 22.6 21.9 21.0 20.0 19.3 18.6 17.9 17.4 16.8 16.4 15.4 14.730.2 23.6 22.9 22.2 21.2 20.3 19.6 18.9 18.2 17.6 17.0 16.6 15.6 14.930.4 23.9 23.2 22.5 21.5 20.6 19.8 19.1 18.4 17.8 17.2 16.8 15.8 15.130.6 24.3 23.6 22.8 21.9 20.9 20.2 19.4 18.7 18.0 17.5 17.0 16.0 15.230.8 24.6 23.9 23.1 22.1 21.2 20.4 19.7 18.9 18.2 17.7 17.2 16.2 15.431.0 24.9 24.2 23.4 22.4 21.4 20.7 19.9 19.2 18.4 17.9 17.4 16.4 15.531.2 25.2 24.4 23.7 22.7 21.7 20.9 20.2 19.4 18.6 18.1 17.6 16.6 15.731.4 25.6 24.8 24.1 23.0 22.0 21.2 20.5 19.7 18.9 18.4 17.8 16.9 15.831.6 25.9 25.1 24.3 23.3 22.3 21.5 20.7 19.9 19.2 18.6 18.0 17.1 16.031.8 26.2 25.4 24.6 23.6 22.5 21.7 21.0 20.2 19.4 18.9 18.2 17.3 16.232.0 26.5 25.7 24.9 23.9 22.8 22.0 21.2 20.4 19.6 19.1 18.4 17.5 16.432.2 26.9 26.1 25.3 24.2 23.1 22.3 21.5 20.7 19.9 19.4 18.6 17.7 16.632.4 27.2 26.4 25.6 24.5 23.4 22.6 21.8 20.9 20.1 19.6 18.8 17.9 16.832.6 27.6 26.8 25.9 24.8 23.7 22.9 22.1 20.4 21.3 20.4 19.9 18.1 17.032.8 27.9 27.1 26.2 25.1 24.0 23.2 22.3 21.5 20.6 20.1 19.2 18.3 17.233.0 28.2 27.4 26.5 25.4 24.3 23.4 22.6 21.7 20.9 20.3 19.4 18.5 17.433.2 28.6 27.7 26.8 25.7 24.6 23.7 22.9 22.0 21.2 20.5 19.6 18.7 17.633.4 28.9 28.0 27.1 26.0 24.9 24.0 23.1 22.3 21.4 20.7 19.8 18.9 17.833.6 29.3 28.4 27.4 26.4 25.2 24.2 23.3 22.6 21.7 20.9 20.0 19.1 18.033.8 29.6 28.7 27.7 26.6 25.4 24.4 23.5 22.8 21.9 21.1 20.2 19.3 18.234.0 30.0 29.1 28.0 26.8 25.6 24.6 23.7 23.0 22.1 21.3 20.4 19.5 18.334.2 30.3 29.4 28.3 27.0 25.8 24.8 23.9 23.2 22.3 21.5 20.6 19.7 18.434.4 30.7 29.8 28.6 27.2 26.0 25.0 24.1 23.4 22.5 21.7 20.8 19.8 18.634.6 31.1 30.2 28.9 27.4 26.2 25.2 24.3 23.6 22.7 21.9 21.0 20.0 18.834.8 31.4 30.5 29.2 27.6 26.4 25.4 24.5 23.8 22.9 22.1 21.2 20.2 19.0 续表平均回弹值Rm 测区混凝土强度换算值)(,MPaf cicu平均碳化深度值dm（mm）0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥635.0 31.8 30.8 29.6 28.0 26.7 25.8 24.8 24.0 23.2 22.3 21.4 20.4 19.235.2 32.1 31.1 29.9 28.2 27.0 26.0 25.0 24.2 23.4 22.5 21.6 20.6 19.435.4 32.5 31.5 30.2 28.6 27.3 26.3 25.4 24.4 23.7 22.8 21.8 20.8 19.635.6 32.9 30.9 30.6 29.0 27.6 26.6 25.7 24.7 24.0 23.0 22.0 21.0 19.835.8 33.3 32.3 31.0 29.3 28.0 27.0 26.0 25.0 24.3 23.3 22.2 21.2 20.036.0 33.6 32.6 31.2 29.6 28.2 27.2 26.2 25.2 24.5 23.5 22.4 21.4 20.236.2 34.0 33.0 31.6 29.9 28.6 27.5 26.5 25.5 24.8 23.8 22.6 21.6 20.436.4 34.4 33.4 32.0 30.3 28.9 27.9 26.8 25.8 25.1 24.1 22.8 21.8 20.636.6 34.8 33.8 32.4 30.6 29.2 28.2 27.1 26.1 25.4 24.4 23.0 22.0 20.936.8 35.2 34.1 32.7 31.0 29.6 28.5 27.5 26.4 25.7 24.6 23.2 22.2 21.137.0 35.5 34.4 33.0 31.2 29.8 28.8 27.7 26.6 25.9 24.8 23.4 22.4 21.337.2 35.9 34.8 33.4 31.6 30.2 29.1 28.0 26.9 26.2 25.1 23.7 22.6 21.537.4 36.3 35.2 33.8 31.9 30.5 29.4 28.3 27.2 26.5 25.4 24.0 22.9 21.837.6 36.7 35.6 34.1 32.3 30.8 29.7 28.6 27.5 26.8 25.7 24.2 23.1 22.037.8 37.1 36.0 34.5 32.6 31.2 30.0 28.9 27.8 27.1 26.0 24.5 23.4 22.338.0 37.5 36.4 34.9 33.0 31.5 30.3 29.2 28.1 27.4 26.2 24.8 23.6 22.538.2 37.9 36.8 35.2 33.4 31.8 30.6 29.5 28.4 27.7 26.5 25.0 23.9 22.738.4 38.3 37.2 35.6 33.7 32.1 30.9 29.8 28.7 28.0 26.8 25.3 24.1 23.038.6 38.7 37.5 36.0 34.1 32.4 31.2 30.1 29.0 28.3 27.0 25.5 24.4 23.238.8 39.1 37.9 36.4 34.4 32.7 31.5 30.4 29.3 28.5 27.2 25.8 24.6 23.539.0 39.5 38.2 36.7 34.7 33.0 31.8 30.6 29.6 28.8 27.4 26.0 24.8 23.739.2 39.9 38.5 37.0 35.0 33.3 32.1 30.8 29.8 29.0 27.6 26.2 25.0 24.039.4 40.3 38.8 37.3 35.3 33.6 32.4 31.0 30.0 29.2 27.8 26.4 25.2 24.239.6 40.7 39.1 37.6 35.6 33.9 32.7 31.2 30.2 29.2 28.8 26.6 25.4 24.439.8 41.2 39.6 38.0 35.9 34.2 33.0 31.4 30.5 29.7 28.2 26.8 25.6 24.740.0 41.6 39.9 38.3 36.2 34.5 33.3 31.7 30.8 30.0 28.4 27.0 25.8 25.040.2 42.0 40.3 38.6 36.5 34.8 33.6 32.0 31.1 30.2 28.6 27.3 26.0 25.240.4 42.4 40.7 39.0 36.9 35.1 33.9 32.3 31.4 30.5 28.8 27.6 26.2 25.440.6 42.8 41.1 39.4 37.2 35.4 34.2 32.6 31.7 30.8 29.1 27.8 26.5 25.740.8 43.3 41.6 39.8 37.7 32.7 34.5 32.9 32.0 31.2 29.4 28.1 26.8 26.041.0 43.7 42.0 40.2 38.0 36.0 34.8 33.2 32.3 31.5 29.7 28.4 27.1 26.241.2 44.1 42.3 40.6 38.4 36.3 35.1 33.5 32.6 31.8 30.0 28.7 27.3 26.541.4 44.5 42.7 40.9 38.7 36.6 35.4 33.8 32.9 32.0 30.3 28.9 276 26.741.6 45.0 43.2 41.4 39.2 36.9 35.7 34.2 33.3 32.4 30.6 29.2 27.9 27.241.8 45.4 43.6 41.4 39.5 37.2 36.0 34.5 33.6 32.7 30.9 29.5 28.1 27.242.0 45.9 44.1 42.2 39.9 37.6 36.3 34.9 34.0 33.0 31.2 29.8 28.5 27.542.2 46.3 44.4 42.6 40.3 38.0 36.6 35.2 34.3 33.3 31.5 30.1 28.7 27.842.4 46.7 44.8 43.0 40.6 38.3 36.9 35.5 34.6 33.6 31.8 30.4 29.0 28.0 续表平均回弹测区混凝土强度换算值)(,MPaf cicu值Rm 平均碳化深度值dm（mm）0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥642.6 47.2 45.3 43.4 41.1 38.7 37.3 35.9 34.9 34.0 32.1 30.7 29.3 28.342.8 47.6 45.7 43.8 41.4 39.0 37.6 36.2 35.2 34.3 32.4 30.9 29.5 28.643.0 48.1 46.2 44.2 41.8 39.4 28.0 36.6 35.6 34.6 32.7 31.3 29.8 28.943.2 48.5 46.6 44.6 42.2 39.8 38.3 36.9 35.9 34.9 33.0 31.5 30.1 29.143.4 49.0 47.0 45.1 42.6 40.2 38.7 37.2 36.3 35.3 33.3 31.8 30.4 29.443.6 49.4 47.4 45.4 43.0 40.5 39.0 37.5 36.6 35.6 33.6 32.1 30.6 29.643.8 49.9 47.9 45.9 43.4 40.9 39.4 37.9 36.9 35.9 33.9 32.4 30.9 29.944.0 50.4 48.4 46.4 43.8 41.3 39.8 38.3 37.3 36.3 34.3 32.8 31.2 30.244.2 50.8 48.8 46.7 44.2 41.7 40.1 38.6 37.6 36.6 34.5 33.0 31.5 30.544.4 51.3 49.2 47.2 44.6 42.1 40.5 39.0 38.0 36.9 34.9 33.3 31.8 30.844.6 51.7 49.6 47.6 45.0 42.4 40.8 39.3 38.3 37.2 35.2 33.6 32.1 31.044.8 52.2 50.1 48.0 45.4 42.8 41.2 39.7 38.6 37.6 35.5 33.9 32.4 31.345.0 52.7 50.6 58.5 45.8 43.2 41.6 40.1 39.0 37.9 35.8 34.4 32.7 31.645.2 53.2 51.1 48.9 46.3 43.6 42.0 40.4 39.4 38.3 36.2 34.6 33.0 31.945.4 53.6 51.5 49.4 46.6 44.0 42.3 40.7 39.7 38.6 36.4 34.8 33.2 32.245.6 54.1 51.9 49.8 47.1 44.4 42.7 41.1 40.0 39.0 36.8 35.2 33.5 32.545.8 54.6 52.4 50.2 47.5 44.8 43.1 41.5 40.4 39.3 37.1 35.5 33.9 32.846.0 55.0 52.8 50.6 47.9 45.2 43.5 41.9 40.8 39.7 37.5 35.8 34.2 33.146.2 55.5 53.3 51.1 48.3 45.5 43.8 42.2 41.1 40.0 37.7 36.1 34.4 33.346.4 56.0 53.8 51.5 48.7 45.9 44.2 42.6 41.4 40.3 38.1 36.4 34.7 33.646.6 56.5 54.2 52.0 49.2 46.3 44.6 42.9 41.8 40.7 38.4 36.7 35.0 33.946.8 57.0 54.5 52.4 49.6 46.7 45.0 43.3 42.2 41.0 38.8 37.0 35.3 34.247.0 57.5 55.2 52.9 50.0 47.2 45.2 43.7 42.6 41.4 39.1 37.4 35.6 34.547.2 58.0 55.7 53.4 50.5 47.6 45.8 44.1 42.9 41.8 39.4 37.7 36.0 34.847.4 58.5 56.2 53.8 50.9 48.0 46.2 44.5 43.3 42.1 39.8 38.0 36.3 35.147.6 59.0 56.6 54.3 51.3 48.4 46.6 44.8 43.7 42.5 40.1 38.4 36.6 35.447.8 59.5 57.1 54.7 51.8 48.8 47.0 45.2 44.0 42.8 40.5 38.7 36.9 35.748.0 60.0 57.6 55.2 52.2 49.2 47.4 45.6 44.4 43.2 40.8 39.0 37.2 36.048.2 58.0 55.7 52.6 49.6 47.8 46.0 44.8 43.6 41.1 39.3 37.5 36.348.4 58.6 56.1 53.1 50.0 48.2 46.4 45.1 43.9 41.5 39.6 37.8 36.648.6 59.0 56.6 53.5 50.4 48.6 46.7 45.5 44.3 41.8 40.0 38.1 36.948.8 59.5 57.1 54.0 50.9 49.0 47.1 45.9 44.6 42.2 40.3 38.4 37.249.0 60.0 57.5 54.4 51.3 49.4 47.5 46.2 45.0 42.5 40.6 38.8 37.549.2 58.0 54.8 51.7 49.8 47.9 46.6 45.4 42.8 41.0 39.1 37.849.4 58.5 55.3 52.1 50.2 48.3 47.1 45.8 43.2 41.3 39.4 38.249.6 58.9 55.7 52.5 50.6 48.7 47.4 46.2 43.6 41.7 39.7 38.549.8 59.4 56.2 53.3 51.0 49.1 47.8 46.5 43.9 42.0 40.1 38.850.0 59.9 56.7 53.4 51.4 49.5 48.2 46.9 44.3 42.3 40.4 39.1 续表平均回弹值Rm 测区混凝土强度换算值)(,MPaf cicu平均碳化深度值dm（mm）0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥650.2 57.1 53.8 51.9 49.9 48.5 47.2 44.6 42.6 40.7 39.450.4 57.6 54.3 52.3 50.3 49.0 47.7 45.0 43.0 41.0 39.750.6 58.0 54.7 52.7 50.7 49.4 48.0 45.4 43.4 41.4 40.050.8 58.5 55.1 53.1 51.1 49.8 48.4 45.7 43.7 41.7 40.351.0 59.0 55.6 53.5 51.5 50.1 48.8 46.1 44.1 42.0 40.751.2 59.4 56.0 54.0 51.9 50.5 49.2 46.4 44.4 42.3 41.051.4 59.9 56.4 54.4 52.3 50.9 49.6 46.8 44.7 42.7 41.351.6 56.9 54.8 52.7 51.3 50.0 47.2 45.1 43.0 41.651.8 57.3 55.2 53.1 51.7 50.3 47.5 45.4 43.3 41.852.0 57.8 55.7 53.6 52.1 50.7 47.9 45.8 43.7 42.352.2 58.2 56.1 54.0 52.5 51.1 48.3 46.2 44.0 42.652.4 58.7 56.5 54.4 53.0 51.5 48.7 46.5 44.4 43.052.6 59.1 57.0 54.8 53.4 51.9 49.0 46.9 44.7 43.352.8 59.6 57.4 55.2 53.8 52.3 49.4 47.3 45.1 43.653.0 60.0 57.8 55.6 54.2 52.7 49.8 47.6 45.4 43.953.2 58.3 56.1 54.6 53.1 50.2 48.0 45.8 44.353.4 58.7 56.5 55.0 53.5 50.5 48.3 46.1 44.653.6 59.2 56.9 55.4 53.9 50.9 48.7 46.4 44.953.8 59.6 57.3 55.8 54.3 51.3 49.0 46.8 45.354.0 57.8 56.3 54.7 51.7 49.4 47. 48.654.2 58.2 56.7 55.1 52.1 49.8 47.5 46.054.4 58.6 57.1 55.6 52.5 50.2 47.9 46.354.6 59.1 57.5 56.0 52.9 50.5 48.2 46.654.8 59.5 57.9 56.4 53.2 50.9 58.5 47.055.0 59.9 58.4 56.8 53.6 51.3 48.9 47.355.2 58.8 57.2 54.0 51.6 49.3 47.755.4 59.2 57.6 54.4 52.0 49.6 48.055.6 59.7 58.0 54.8 52.4 50.0 48.455.8 58.5 55.2 52.8 50.3 48.756.0 58.9 55.6 53.2 50.7 49.156.2 59.3 56.0 53.5 51.1 49.456.4 59.7 56.4 53.9 51.4 49.856.6 56.8 54.3 51.8 50.156.8 57.2 54.7 52.2 50.557.0 57.6 55.1 52.5 50.857.2 58.0 55.5 52.9 51.257.4 58.4 55.9 53.3 51.657.6 58.9 56.3 53.7 51.9 续表平均回弹值Rm 测区混凝土强度换算值)(,MPaf cicu平均碳化深度值dm（mm）0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥657.8 59.3 56.7 54.0 52.358.0 59.7 57.0 54.4 52.758.2 57.4 54.8 53.058.4 57.8 55.2 53.458.6 58.2 55.6 53.858.8 58.6 55.9 54.159.0 59.0 56.3 54.559.2 59.4 56.7 54.959.4 59.8 57.1 55.259.9 57.5 55.659.8 57.9 56.060.0 58.3 56.4 泵送混凝土测区混凝土强度换算值的修正值碳化深度值（mm）抗压强度（MPa）0.1；0.5；1.0 f ccu （MPa）≤40.045.0 50.0 55.0～60.0K（MPa）+4.5 +3.0 +1.5 0.01.5；2.0 ≤30.035.0 40.0～60.0K（MPa）+3.0 +1.5 0.0注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至0.1MPa。
混凝土强度换算表
测区混凝土强度换算表
续表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至。
非水平状态检测时的回弹值修正值
注：① Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
续表
注：1
R
t m
或
R
b m
小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下 的修正值。
4 表中未列入的相应于
R
t m
或
R
b m
的
R t
a
和
R
b a
值，可用内插法求得，精确至。
回弹值计算 非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rm α+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至； Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正： R R R t
a t m m += R R R b
a b
m m +=
式中 R
t
m
、R
b m
——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精
确至。
R
t
a
、R b
a
——混凝土浇筑表面、底面回弹值的修正值。
测区混凝土强度换算表
测区混凝土强度换算表 Company number：【0089WT-8898YT-W8CCB-BUUT-202108】
测区混凝土强度换算表
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至。
非水平状态检测时的回弹值修正值
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
注：1 R m或R m小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下
的修正值。
4 表中未列入的相应于R t m或R b m的R t a和R b a值，可用内插法求得，精确至。
回弹值计算
非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rmα+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至；
Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正：
式中R t m、R b m——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精确至。
R t a、R b a——混凝土浇筑表面、底面回弹值的修正值。
混凝土强度换算表
测区混凝土强度换算表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至0.1MPa。
非水平状态检测时的回弹值修正值
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至0.1。
不同浇筑面的回弹值修正值
续表
注：1
R
t m
或
R
b m
小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下 的修正值。
4 表中未列入的相应于
R
t m
或
R
b m
的
R t
a
和
R
b a
值，可用内插法求得，精确至0.1。
回弹值计算 非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rm α+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至0.1； Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正： R R R t
a t m m += R R R b
a b
m m +=
式中
R
t
m
、R
b m
——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精
确至0.1。
R
t
a
、R b
a
——混凝土浇筑表面、底面回弹值的修正值。
混凝土强度换算表
测区混凝土强度换算表
续表
续表
续表
续表
续表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至。
非水平状态检测时的回弹值修正值
注：① Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
不同浇筑面的回弹值修正值
续表
注：1 R t
m 或R b
m 小于20或大于50时，均分别按20或50查表； 2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下 的修正值。
4 表中未列入的相应于R t
m 或R b
m 的R
t a
和R b
a 值，可用内插法求
得，精确至。
回弹值计算 非水平方向检测混凝土浇筑面时，应按下试修正： Rm=Rm α+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至； Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正：
R R R t
a t m m +=
R R R b
a b
m m +=
式中R t m、R b m——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精确至。
R t a、R b a——混凝土浇筑表面、底面回弹值的修正值。
测区混凝土强度换算表
测区混凝土强度换算表
续表
续表
续表
续表
续表
泵送混凝土测区混凝土强度换算值的修正值
注：表中未列入的f c i cu,值可用内插法求得其修正值，精确至。
非水平状态检测时的回弹值修正值
注：① Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
不同浇筑面的回弹值修正值
续表
注：1 R t m或R b m小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下
的修正值。
4 表中未列入的相应于R t m或R b m的R t
和R b a值，可用内插法求得，精
a
确至。
回弹值计算
非水平方向检测混凝土浇筑面时，应按下试修正：
Rm=Rmα+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至；
Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正：
式中R t m、R b m——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精确至。
R t a、R b a——混凝土浇筑表面、底面回弹值的修正值。
混凝土强度换算表
测区混凝土强度换算表
续表
续表
续表
续表
续表
泵送混凝土测区混凝土强度换算值的修正值
值可用内插法求得其修正值，精确至。
注：表中未列入的f c
cu,
i
非水平状态检测时的回弹值修正值
注：① Rma小于20或大于50时，均分别按20或50查表；
2 表中未列入的相应于Rma的修正值Rma，可用内插法求得，精确至。
不同浇筑面的回弹值修正值
续表
注：1 R t m或R b m小于20或大于50时，均分别按20或50查表；
2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类摸板在正常浇筑情况下
的修正值。
4 表中未列入的相应于R t m或R b m的R t
和R b a值，可用内插法
a
求得，精确至。
回弹值计算
非水平方向检测混凝土浇筑面时，应按下试修正： Rm=Rm α+Raα
式中Rmα——非水平状太检测时测区的平均回弹值，精确至； Raα——非水平状太检测时回弹修正值。
水平方向检测混凝土浇筑顶面或底面时，应按下列公式修正：
R R R t
a t m m +=
R R R b
a b
m m +=
式中 R t m 、R b m ——水平方向检测混凝土浇筑表面、或底面时，测区的平均回弹值，精确至。
R t a 、R b a
——混凝土浇筑表面、底面回弹值的修正值。