JGJT23-2011表B泵送混凝土測區(qū)強度換算表

1、回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011表B!泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值 Fccu - 1 (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04.55.05.5>618.610.0-18.810.210.0-19.010.410.210.0-19.210.610.410.210.0-19.410.910.710.410.210.0-19.611.110.910.610.410.210.0-19.811.311.110.910.610.410.210.0-20.011.511.311.110.9

2、10.610.410.210.0-20.211.811.511.311.110.910.610.410.210.0-20.412.011.711.511.311.110.810.610.410.210.0-20.612.212.011.711.511.311.010.810.610.410.210.0-20.812.412.212.011.711.511.311.010.810.610.410.210.0-21.012.712.412.211.911.711.511.211.010.810.610.410.210.021.212.912.712.412.211.911.711.511.211.

3、010.810.610.410.221.413.112.912.612.412.111.911.711.411.211.010.810.610.321.613.413.112.912.612.412.111.911.611.411.211.010.710.521.813.613.413.112.812.612.312.111.911.611.411.210.910.722.013.913.613.313.112.812.612.312.111.811.611.411.110.922.214.113.813.613.313.012.812.512.312.011.811.611.311.122.

4、414.414.113.813.513.313.012.712.512.212.011.811.511.322.614.614.314.013.813.513.213.012.712.512.212.011.711.522.814.914.614.314.013.713.513.212.912.712.412.211.911.7回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值Fccuj * (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04.55.05.5>623.015.

5、114.814.514.214.013.713.413.112.912.612.412.111.923.215.415.114.814.514.213.913.613.413.112.812.612.312.123.415.615.315.014.714.414.113.913.613.313.112.812.612.323.615.915.615.315.014.714.414.113.813.513.313.012.812.523.816.215.815.515.214.914.614.314.113.813.513.213.012.724.016.416.115.815.515.214.

6、914.614.314.013.713.513.212.924.216.716.416.015.715.415.114.814.514.213.913.713.413.124.417.016.616.316.015.715.315.014.714.514.213.913.613.324.617.216.916.516.215.915.615.315.014.714.414.113.813.624.817.517.116.816.516.215.815.515.214.914.614.314.113.825.017.817.417.116.716.416.115.815.515.214.914.

7、614.314.025.218.017.717.317.016.716.316.015.715.415.114.814.514.225.418.318.017.617.316.916.616.315.915.615.315.014.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417.116.816.416.115.815.515.214.926.019.218.818.418.117.717.417.016.716.316.015.715.415.126.219.519.

8、118.718.318.017.617.316.916.616.315.915.615.326.419.819.419.018.618.217.917.517.216.816.516.215.915.626.620.019.619.318.918.518.117.817.417.116.816.416.115.826.820.319.919.519.218.818.418.017.717.317.016.716.316.027.020.620.219.819.419.118.718.317.917.617.216.916.616.227.220.920.520.119.719.318.918.

9、618.217.817.517.116.816.5回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值Fccuj 1 (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04.55.05.5>627.421.220.820.420.019.619.218.818.518.117.717.417.116.727.621.521.120.720.319.919.519.118.718.418.017.617.317.027.821.821.421.020.620.219.819.419.

10、018.618.317.917.517.228.022.121.721.320.920.420.019.619.318.918.518.117.817.428.222.422.021.621.120.720.319.919.519.118.818.418.017.728.422.822.321.921.421.020.620.219.819.419.018.618.317.928.623.122.622.221.721.320.920.520.119.719.318.918.518.228.823.422.922.522.021.621.220.720.319.919.519.218.818.

11、429.023.723.222.822.321.921.521.020.620.219.819.419.018.729.224.023.523.122.622.221.721.320.920.520.119.719.318.929.424.323.923.422.922.522.021.621.220.820.319.919.519.229.624.724.223.723.222.822.321.921.421.020.620.219.819.429.825.024.524.023.523.122.622.221.721.320.920.520.119.730.025.324.824.323.

12、823.422.922.522.021.621.220.720.319.930.225.625.124.624.223.723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622.121.721.320.920.430.626.325.825.324.824.323.823.322.922.422.021.621.120.730.826.626.125.625.124.624.123.623.222.722.321.821.421.031.027.026.425.925.424.924.423.923.523.

13、022.522.121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727.126.626.025.525.024.524.123.623.122.722.221.831.628.027.426.926.425.925.324.824.423.923.422.922.522.0回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值Fccuj * (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04

14、.55.05.5>631.828.327.827.226.726.225.725.124.724.223.723.222.822.332.028.728.127.627.026.526.025.525.024.524.023.523.022.632.229.028.527.927.426.826.325.825.324.824.323.823.322.932.429.428.828.227.727.126.626.125.625.124.624.123.623.132.629.729.228.628.027.526.926.425.925.424.924.423.923.432.830.

15、129.528.928.327.827.226.726.225.725.224.724.223.733.030.429.829.328.728.127.627.026.526.025.525.024.524.033.230.830.229.629.028.427.927.326.826.325.825.224.724.333.431.230.630.029.428.828.227.727.126.626.125.525.024.533.631.530.930.329.729.128.528.027.426.926.425.825.324.833.831.931.330.730.029.528.

16、928.327.727.226.726.125.625.134.032.331.631.030.429.829.228.628.127.527.026.425.925.434.232.632.031.430.730.129.529.028.427.827.326.726.225.734.433.032.431.731.130.529.929.328.728.127.627.026.526.034.633.432.732.131.430.830.229.629.028.527.927.426.826.334.833.833.132.431.831.230.630.029.428.828.227.

17、727.126.635.034.133.532.832.231.530.930.329.729.128.528.027.426.935.234.533.833.232.531.931.230.630.029.428.828.327.727.235.434.934.233.532.932.231.631.030.429.829.228.628.027.535.635.334.633.933.232.631.931.330.730.129.528.928.327.835.835.735.034.333.632.932.331.631.030.429.829.228.628.136.036.035.

18、334.634.033.332.632.031.430.730.129.529.028.4回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值FCcu. 1 (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04.55.05.5>636.236.435.735.034.333.633.032.331.731.130.529.929.328.736.436.836.135.434.734.033.332.732.031.430.830.229.629.036.637.236.535.

19、835.134.433.733.032.431.731.130.529.929.336.837.636.936.235.434.734.133.432.732.131.430.830.229.637.038.037.336.535.835.134.433.733.132.431.831.230.529.937.238.437.736.936.235.534.834.133.432.832.131.530.930.237.438.838.137.336.635.835.134.433.833.132.431.831.230.637.639.238.437.736.936.235.534.834.

20、133.432.832.131.530.937.839.638.838.137.336.635.935.234.533.833.132.531.831.238.040.039.238.537.737.036.235.534.834.133.532.832.231.538.240.439.638.938.137.336.635.935.234.533.833.132.531.838.440.940.139.338.537.737.036.335.534.834.233.532.832.238.641.340.539.738.938.137.436.635.935.234.533.833.232.

21、538.841.740.940.139.338.537.737.036.335.534.834.233.532.839.042.141.340.539.738.938.137.436.635.935.234.533.833.239.242.541.740.940.139.338.537.737.036.335.534.834.233.539.442.942.141.340.539.738.938.137.436.635.935.234.533.839.643.442.541.740.940.039.338.537.737.036.335.534.834.239.843.842.942.141.

22、340.439.638.938.137.336.635.935.234.540.044.243.442.541.740.840.039.238.537.737.036.235.534.840.244.743.842.942.141.240.439.638.838.137.336.635.935.240.445.144.243.442.541.640.840.039.238.437.736.936.235.5回彈法檢測油表B;凝土抗壓強度技術規(guī)程JGJ/T23-2011!泵送混凝土測區(qū)強度換算表平均回測區(qū)混凝土強度換算值 Fccuj 1(MP a)彈值Rm平均碳化深度值 dm (mm)0.00.

23、51.01.52.02.53.03.54.04.55.05.5>640.645.544.643.742.942.041.240.439.638.838.137.336.635.840.846.045.144.243.342.441.640.840.039.238.437.736.936.241.046.445.544.643.742.842.041.240.439.638.838.037.336.541.246.845.945.044.143.242.441.640.739.939.138.437.636.941.447.346.345.444.543.742.842.041.140.3

24、39.538.738.037.241.647.746.845.945.044.143.242.341.540.739.939.138.337.641.848.247.246.345.444.543.642.741.941.140.339.538.737.942.048.647.746.745.844.944.043.142.341.540.639.839.138.342.249.148.147.146.245.344.443.542.741.841.040.239.438.642.449.548.547.646.645.744.843.943.142.241.440.639.839.042.6

25、50.049.048.047.146.145.244.343.542.641.840.940.139.342.850.449.448.547.546.645.644.743.943.042.241.340.539.743.050.949.948.947.947.046.145.244.343.442.541.740.940.143.251.350.349.348.447.446.545.644.743.842.942.141.240.443.451.850.849.848.847.846.946.045.144.243.342.541.640.843.652.351.250.249.248.3

26、47.346.445.544.643.742.842.041.243.852.751.750.749.748.747.746.845.945.044.143.242.441.544.053.252.251.150.149.148.247.246.345.444.543.642.741.944.253.752.651.650.649.648.647.646.745.844.944.043.142.344.454.153.152.051.050.149.048.047.146.245.344.443.542.644.654.653.552.551.550.449.448.547.546.645.7

27、44.843.943.044.855.154.052.951.951.949.948.947.947.046.145.144.343.4回彈法檢測混凝土抗壓強度技術規(guī)程JGJ/T23-2011表, !泵送混凝土測區(qū)強度換算表平均回 彈值Rm測區(qū)混凝土強度換算值Fccuj * (MP a)平均碳化深度值 dm (mm)0.00.51.01.52.02.53.03.54.04.55.05.5>645.055.654.553.452.451.350.349.348.347.446.545.544.643.845.256.155.053.952.851.850.749.748.847.846.9

28、45.945.044.145.456.555.454.353.352.251.250.249.248.247.346.345.444.545.657.055.954.853.752.751.650.649.648.647.746.745.844.945.857.556.455.354.253.152.151.050.049.048.147.146.245.346.058.056.955.754.653.652.551.550.549.548.547.546.645.746.258.557.356.255.154.052.951.950.949.948.947.947.046.146.459.057.856.755.654.553.452.351.350.349.348.347.446.446.659.558.357.256.054.953.852.851.750.749.748.747.846.846.860.058.857.656.555.454.353.252.251.150.149.148.247.247.0-59.358.157.055.854.753.752.651.650.549.548.647.647.2-59.858.657.456.355.254.153.052.051.050.049.048.047.4-