回弹法检测泵送混凝土换算表46522

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1、1.1 附件1： ace与GBT19011-2008标准主要差异性分析附录B测区泵送混凝土强度换算表表B测区泵送混凝土强度换算表平均回弹值R m测区混凝土强度换算值fc.（MPa）平均碳化深度值dm（mm）0,00.51.01.52.02.53.03.54.04.55.05.5N618.610.018.810.210.019.010.410.210.019.210.610.410.210.019.410.910.710.410.210.019.611.110.910.610.410.210.019.811.311.110.910.610.410.210.020.011.511.311.110.

2、910.610.410.210.020.211.811.511.311.110.910.610.410.210.020.412.011.711.511.311.110.810.610.410.210.020.612.212.011.711.511.311.010.810.610.410.210.020.812.412.212.011.711.511.311.010.810.610.410.210.021.012.712.412.211.911.711.511.211.010.810.610.410.210.021.212.912.712.412.211.911.711.511.211.010.

3、810.610.410.221.413.112.912.612.412.111.911.711.411.211.010.810.610.321.613.413.112.912.612.412.111.911.611.411.211.010.710.521.813.613.413.112.812.612.312.111.911.611.411.210.910.722.013.913.613.313.112.812.612.312.111.811.611.411.110.922.214.113.813.613.313.012.812.512.312.011.811.611.311.122.414.

4、414.113.813.513.313.012.712.512.212.011.811.511.322.614.614.314.013.813.513.213.012.712.512.212.011.711.522.814.914.614.314.013.713.513.212.912.712.412.211.911.723.015.114.814.514.214.013.713.413.112.912.612.412.111.923.215.415.114.814.514.213.913.613.413.112.812.612.312.123.415.615.315.014.714.414.

5、113.913.613.313.112.812.612.323.615.915.615.315.014.714.414.113.813.513.313.012.812.523.816.215.815.515.214.914.614.314.113.813.513.213.012.724.016.416.115.815.515.214.914.614.314.013.713.513.212.924.216.716.416.015.715.415.114.814.514.213.913.713.413.124.417.016.616.316.015.715.315.014.714.514.213.

6、913.613.324.617.216.916.516.215.915.615.315.014.714.414.113.813.624.817.517.116.816.516.215.815.515.214.914.614.314.113.81.1附件F1： ace 与 GBT19011-2C08标准主要差异性分析25.017.817.417.116.716.416.115.815.515.214.9 14.614.314.0平均 回弹 值Rm测区混凝土强度换算值f c cu,i（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5N625

7、.218.017.717.317.016.716.316.015.715.415.114.814.514.225.418.318.017.617.316.916.616.315.915.615.315.014.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417.116.816.416.115.815.515.214.926.019.218.818.418.117.717.417.016.716.316.015.715.415.126.219.519.118.718.318

8、.017.617.316.916.616.315.915.615.326.419.819.419.018.618.217.917.517.216.816.516.215.915.626.620.019.619.318.918.518.117.817.417.116.816.416.115.826.820.319.919.519.218.818.418.017.717.317.016.716.316.027.020.620.219.819.419.118.718.317.917.617.216.916.616.227.220.920.520.119.719.318.918.618.217.817

9、.517.116.816.527.421.220.820.420.019.619.218.818.518.117.717.417.116.727.621.521.120.720.319.919.519.118.718.418.017.617.317.027.821.821.421.020.620.219.819.419.018.618.317.917.517.228.022.121.721.320.920.420.019.619.318.918.518.117.817.428.222.422.021.621.120.720.319.919.519.118.818.418.017.728.422

10、.822.321.921.421.020.620.219.819.419.018.618.317.928.623.122.622.221.721.320.920.520.119.719.318.918.518.228.823.422.922.522.021.621.220.720.319.919.519.218.818.429.023.723.222.822.321.921.521.020.620.219.819.419.018.729.224.023.523.122.622.221.721.320.920.520.119.719.318.929.424.323.923.422.922.522

11、.021.621.220.820.319.919.519.229.624.724.223.723.222.822.321.921.421.020.620.219.819.429.825.024.524.023.523.122.622.221.721.320.920.520.119.730.025.324.824.323.823.422.922.522.021.621.220.720.319.930.225.625.124.624.223.723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622.121.721

12、.320.920.430.626.325.825.324.824.323.823.322.922.422.021.621.120.730.826.626.125.625.124.624.123.623.222.722.321.821.421.031.027.026.425.925.424.924.423.923.523.022.522.121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727.126.626.025.525.024.524.123.623.122.722.221.831.628.027

13、.426.926.425.925.324.824.423.923.422.922.522.031.828.327.827.226.726.225.725.124.724.223.723.222.822.332.028.728.127.627.026.526.025.525.024.524.023.523.022.632.229.028.527.927.426.826.325.825.324.824.323.823.322.9平均 回弹 值Rm测区混凝土强度换算值fL（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5N632.429.42

14、8.828.227.727.126.626.125.625.124.624.123.623.132.629.729.228.628.027.526.926.425.925.424.924.423.923.432.830.129.528.928.327.827.226.726.225.725.224.724.223.733.030.429.829.328.728.127.627.026.526.025.525.024.524.033.230.830.229.629.028.427.927.326.826.325.825.224.724.333.431.230.630.029.428.828.22

15、7.727.126.626.125.525.024.533.631.530.930.329.729.128.528.027.426.926.425.825.324.833.831.931.330.730.029.528.928.327.727.226.726.125.625.134.032.331.631.030.429.829.228.628.127.527.026.425.925.434.232.632.031.430.730.129.529.028.427.827.326.726.225.734.433.032.431.731.130.529.929.328.728.127.627.02

16、6.526.034.633.432.732.131.430.830.229.629.028.527.927.426.826.334.833.833.132.431.831.230.630.029.428.828.227.727.126.635.034.133.532.832.231.530.930.329.729.128.528.027.426.935.234.533.833.232.531.931.230.630.029.428.828.327.727.235.434.934.233.532.932.231.631.030.429.829.228.628.027.535.635.334.63

17、3.933.232.631.931.330.730.129.528.928.327.835.835.735.034.333.632.932.331.631.030.429.829.228.628.136.036.035.334.634.033.332.632.031.430.730.129.529.028.436.236.435.735.034.333.633.032.331.731.130.529.929.328.736.436.836.135.434.734.033.332.732.031.430.830.229.629.036.637.236.535.835.134.433.733.03

18、2.431.731.130.529.929.336.837.636.936.235.434.734.133.432.732.131.430.830.229.637.038.037.336.535.835.134.433.733.132.431.831.230.529.937.238.437.736.936.235.534.834.133.432.832.131.530.930.237.438.838.137.336.635.835.134.433.833.132.431.831.230.637.639.238.437.736.936.235.534.834.133.432.832.131.53

19、0.937.839.638.838.137.336.635.935.234.533.833.132.531.831.238.040.039.238.537.737.036.235.534.834.133.532.832.231.538.240.439.638.938.137.336.635.935.234.533.833.132.531.838.440.940.139.338.537.737.036.335.534.834.233.532.832.238.641.340.539.738.938.137.436.635.935.234.533.833.232.538.841.740.940.13

20、9.338.537.737.036.335.534.834.233.532.839.042.141.340.539.738.938.137.436.635.935.234.533.833.239.242.541.740.940.139.338.537.737.036.335.534.834.233.5平均 回弹 值Rm测区混凝土强度换算值匕二（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5N639.442.942.141.340.539.738.938.137.436.635.935.234.533.839.643.442.541.7

21、40.940.039.338.537.737.036.335.534.834.239.843.842.942.141.340.439.638.938.137.336.635.935.234.540.044.243.442.541.740.840.039.238.537.737.036.235.534.840.244.743.842.942.141.240.439.638.838.137.336.635.935.240.445.144.243.342.541.640.840.039.238.437.736.936.235.540.645.544.643.742.942.041.240.439.6

22、38.838.137.336.635.840.846.045.144.243.342.441.640.840.039.238.437.736.936.241.046.445.544.643.742.842.041.240.439.638.838.037.336.541.246.845.945.044.143.242.441.640.739.939.138.437.636.941.447.346.345.444.543.742.842.041.140.339.538.738.037.241.647.746.845.945.044.143.242.341.540.739.939.138.337.6

23、41.848.247.246.345.444.543.642.741.941.140.339.538.737.942.048.647.746.745.844.944.043.142.341.540.639.839.138.342.249.148.147.146.245.344.443.542.741.841.040.239.438.642.449.548.547.646.645.744.843.943.142.241.440.639.839.042.650.049.048.047.146.145.244.343.542.641.840.940.139.342.850.449.448.547.5

24、46.645.644.743.943.042.241.340.539.743.050.949.948.947.947.046.145.244.343.442.541.740.940.143.251.350.349.348.447.446.545.644.743.842.942.141.240.443.451.850.849.848.847.846.946.045.144.243.342.541.640.843.652.351.250.249.248.347.346.445.544.643.742.842.041.243.852.751.750.749.748.747.746.845.945.0

25、44.143.242.441.544.053.252.251.150.149.148.247.246.345.444.543.642.741.944.253.752.651.650.649.648.647.646.745.844.944.043.142.344.454.153.152.051.050.049.048.047.146.245.344.443.542.644.654.653.552.551.550.449.448.547.546.645.744.843.943.044.855.154.052.951.950.949.948.947.947.046.145.144.343.445.0

26、55.654.553.452.451.350.349.348.347.446.545.544.643.845.256.155.053.952.851.850.749.748.847.846.945.945.044.145.456.555.454.353.352.251.250.249.248.247.346.345.444.545.657.055.954.853.752.751.650.649.648.647.746.745.844.945.857.556.455.354.253.152.151.050.049.048.147.146.245.346.058.056.955.754.653.6

27、52.551.550.549.548.547.546.645.746.258.557.356.255.154.052.951.950.949.948.947.947.046.1平均回弹测区混凝土强度换算值f（MPa）值R平均碳化深度值djmm)0.00.51.01.52.02.53.03.54.04.55.05.5N646.459.057.856.755.654.553.452.351.350.349.348.347.446.446.659.558.357.256.054.953.852.851.750.749.748.747.846.846.860.058.857.656.555.454.3

28、53.252.251.150.149.148.247.247.059.358.157.055.854.753.752.651.650.549.548.647.647.259.858.657.456.355.254.153.052.051.050.049.048.047.460.059.157.956.855.654.553.552.451.450.449.448.447.659.658.457.256.155.053.952.851.850.849.848.847.860.058.957.756.655.454.453.352.251.250.249.248.059.358.257.055.9

29、54.853.752.751.650.649.648.259.858.657.556.355.254.153.152.051.050.048.460.059.157.956.855.754.653.552.551.450.448.659.658.457.356.155.053.952.951.850.848.860.058.957.756.655.554.453.352.251.249.059.358.257.055.954.853.752.751.649.259.858.657.556.355.254.153.152.049.460.059.157.956.855.754.653.552.4

30、49.659.658.457.256.155.053.952.949.860.058.857.756.655.454.353.350.059.358.157.055.954.853.750.259.858.657.456.355.254.150.460.059.057.956.755.654.550.659.558.357.256.054.950.860.058.857.656.555.451.059.258.156.955.851.259.758.557.356.251.460.058.957.856.651.659.458.257.151.859.858.757.552.060.059.1

31、57.952.259.558.452.460.058.852.659.252.859.7注:表中未注明的测区混凝土强度换算值为小于10 MPa或大于60MPa。表中数值是根据曲线方程f = 0.034488R 1.940010( 一 0.0173 dm)计算。附录C非水平方向检测时的回弹值修正值表C非水平方向检测时的回弹值修正值%ma检测角度向上向下90604530-30-45-60-9020-6.0-5.0-4.0-3.0+2.5+3.0+3.5+4.021-5.9-4.9-4.0-3.0+2.5+3.0+3.5+4.022-5.8-4.8-3.9-2.9+2.4+2.9+3.4+3.923

32、-5.7-4.7-3.9-2.9+2.4+2.9+3.4+3.924-5.6-4.6-3.8-2.8+2.3+2.8+3.3+3.825-5.5-4.5-3.8-2.8+2.3+2.8+3.3+3.826-5.4-4.4-3.7-2.7+2.2+2.7+3.2+3.727-5.3-4.3-3.7-2.7+2.2+2.7+3.2+3.728-5.2-4.2-3.6-2.6+2.1+2.6+3.1+3.629-5.1-4.1-3.6-2.6+2.1+2.6+3.1+3.630-5.0-4.0-3.5-2.5+2.0+2.5+3.0+3.531-4.9-4.0-3.5-2.5+2.0+2.5+3.0

33、+3.532-4.8-3.9-3.4-2.4+1.9+2.4+2.9+3.433-4.7-3.9-3.4-2.4+1.9+2.4+2.9+3.434-4.6-3.8-3.3-2.3+1.8+2.3+2.8+3.335-4.5-3.8-3.3-2.3+1.8+2.3+2.8+3.336-4.4-3.7-3.2-2.2+1.7+2.2+2.7+3.237-4.3-3.7-3.2-2.2+1.7+2.2+2.7+3.238-4.2-3.6-3.1-2.1+1.6+2.1+2.6+3.139-4.1-3.6-3.1-2.1+1.6+2.1+2.6+3.140-4.0-3.5-3.0-2.0+1.5+2

34、.0+2.5+3.041-4.0-3.5-3.0-2.0+1.5+2.0+2.5+3.042-3.9-3.4-2.9-1.9+1.4+1.9+2.4+2.943-3.9-3.4-2.9-1.9+1.4+1.9+2.4+2.944-3.8-3.3-2.8-1.8+1.3+1.8+2.3+2.845-3.8-3.3-2.8-1.8+1.3+1.8+2.3+2.846-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.747-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.748-3.6-3.1-2.6-1.6+1.1+1.6+2.1+2.649-3.6-3.1-2.6-1.6

35、+1.1+1.6+2.1+2.650-3.5-3.0-2.5-1.5+1.0+1.5+2.0+2.5注：1 R 小于20或大于50时，分别按20或50查表；ma2表中未列入的相应于R 的修正值R ，可用内插法求得，精确至0.1。mama附录D 不同浇筑面的回弹值修正值表D 不同浇筑面的回弹值修正值Rm 或 Rm表面修正值（R t）a底面修正值（R b）aRm 或 Rm表面修正值（R：）底面修正值（R b）a20+2.5-3.036+0.9-1.421+2.4-2.937+0.8-1.322+2.3-2.838+0.7-1.223+2.2-2.739+0.6-1.124+2.1-2.640+0.

36、5-1.025+2.0-2.541+0.4-0.926+1.9-2.442+0.3-0.827+1.8-2.343+0.2-0.728+1.7-2.244+0.1-0.629+1.6-2.1450-0.530+1.5-2.0460-0.431+1.4-1.9470-0.332+1.3-1.8480-0.233+1.2-1.7490-0.134+1.1-1.6500035+1.0-1.5注：1Rt或Rb小于20或大于50时，分别按20或50查表； m m2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模板在正常浇筑情况下的修正值;4表中未列入相应于Rt或Rb的r t和Rb，可用内插法求得，精确至0.1。精品文档word文档可以编辑m谢谢下毂！ a