回弹法检测泵送混凝土换算表

1、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rm测区混凝土强度换算值 （mpa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5618.610.018.810.210.019.010.410.210.019.210.610.410.210.019.410.910.710.410.210.019.611.110.910.610.410.210.019.811.311.110.910.610.410.210.020.011.511.311.110.910.610.410.210.020.211.811.511.311.1

2、10.910.610.410.210.020.412.011.711.511.311.110.810.610.410.210.020.612.212.011.711.511.311.010.810.610.410.210.020.812.412.212.011.711.511.311.010.810.610.410.210.021.012.712.412.211.911.711.511.211.010.810.610.410.210.021.212.912.712.412.211.911.711.511.211.010.810.610.410.221.413.112.912.612.412.1

3、11.911.711.411.211.010.810.610.321.613.413.112.912.612.412.111.911.611.411.211.010.710.521.813.613.413.112.812.612.312.111.911.611.411.210.910.722.013.913.613.313.112.812.612.312.111.811.611.411.110.922.214.113.813.613.313.012.812.512.312.011.811.611.311.122.414.414.113.813.513.313.012.712.512.212.0

4、11.811.511.322.614.614.314.013.813.513.213.012.712.512.212.011.711.522.814.914.614.314.013.713.513.212.912.712.412.211.911.723.015.114.814.514.214.013.713.413.112.912.612.412.111.923.215.415.114.814.514.213.913.613.413.112.812.612.312.123.415.615.315.014.714.414.113.913.613.313.112.812.612.323.615.9

5、15.615.315.014.714.414.113.813.513.313.012.812.523.816.215.815.515.214.914.614.314.113.813.513.213.012.724.016.416.115.815.515.214.914.614.314.013.713.513.212.924.216.716.416.015.715.415.114.814.514.213.913.713.413.124.417.016.616.316.015.715.315.014.714.514.213.913.613.324.617.216.916.516.215.915.6

6、15.315.014.714.414.113.813.624.817.517.116.816.516.215.815.515.214.914.614.314.113.825.017.817.417.116.716.416.115.815.515.214.914.614.314.0平均回弹值rm测区混凝土强度换算值 （mpa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5625.218.017.717.317.016.716.316.015.715.415.114.814.514.225.418.318.017.617.316.916.616.

7、315.915.615.315.014.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417.116.816.416.115.815.515.214.926.019.218.818.418.117.717.417.016.716.316.015.715.415.126.219.519.118.718.318.017.617.316.916.616.315.915.615.326.419.819.419.018.618.217.917.517.216.816.516.215.

8、915.626.620.019.619.318.918.518.117.817.417.116.816.416.115.826.820.319.919.519.218.818.418.017.717.317.016.716.316.027.020.620.219.819.419.118.718.317.917.617.216.916.616.227.220.920.520.119.719.318.918.618.217.817.517.116.816.527.421.220.820.420.019.619.218.818.518.117.717.417.116.727.621.521.120.

9、720.319.919.519.118.718.418.017.617.317.027.821.821.421.020.620.219.819.419.018.618.317.917.517.228.022.121.721.320.920.420.019.619.318.918.518.117.817.428.222.422.021.621.120.720.319.919.519.118.818.418.017.728.422.822.321.921.421.020.620.219.819.419.018.618.317.928.623.122.622.221.721.320.920.520.

10、119.719.318.918.518.228.823.422.922.522.021.621.220.720.319.919.519.218.818.429.023.723.222.822.321.921.521.020.620.219.819.419.018.729.224.023.523.122.622.221.721.320.920.520.119.719.318.929.424.323.923.422.922.522.021.621.220.820.319.919.519.229.624.724.223.723.222.822.321.921.421.020.620.219.819.

11、429.825.024.524.023.523.122.622.221.721.320.920.520.119.730.025.324.824.323.823.422.922.522.021.621.220.720.319.930.225.625.124.624.223.723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622.121.721.320.920.430.626.325.825.324.824.323.823.322.922.422.021.621.120.730.826.626.125.625.

12、124.624.123.623.222.722.321.821.421.031.027.026.425.925.424.924.423.923.523.022.522.121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727.126.626.025.525.024.524.123.623.122.722.221.831.628.027.426.926.425.925.324.824.423.923.422.922.522.031.828.327.827.226.726.225.725.124.724.

13、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 （mpa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5632.429.428.828.227.727.126.626.125.625.124.624.123.623.132.629.729.228.628.027.526.926.425.925.424

14、.924.423.923.432.830.129.528.928.327.827.226.726.225.725.224.724.223.733.030.429.829.328.728.127.627.026.526.025.525.024.524.033.230.830.229.629.028.427.927.326.826.325.825.224.724.333.431.230.630.029.428.828.227.727.126.626.125.525.024.533.631.530.930.329.729.128.528.027.426.926.425.825.324.833.831

15、.931.330.730.029.528.928.327.727.226.726.125.625.134.032.331.631.030.429.829.228.628.127.527.026.425.925.434.232.632.031.430.730.129.529.028.427.827.326.726.225.734.433.032.431.731.130.529.929.328.728.127.627.026.526.034.633.432.732.131.430.830.229.629.028.527.927.426.826.334.833.833.132.431.831.230

16、.630.029.428.828.227.727.126.635.034.133.532.832.231.530.930.329.729.128.528.027.426.935.234.533.833.232.531.931.230.630.029.428.828.327.727.235.434.934.233.532.932.231.631.030.429.829.228.628.027.535.635.334.633.933.232.631.931.330.730.129.528.928.327.835.835.735.034.333.632.932.331.631.030.429.829

17、.228.628.136.036.035.334.634.033.332.632.031.430.730.129.529.028.436.236.435.735.034.333.633.032.331.731.130.529.929.328.736.436.836.135.434.734.033.332.732.031.430.830.229.629.036.637.236.535.835.134.433.733.032.431.731.130.529.929.336.837.636.936.235.434.734.133.432.732.131.430.830.229.637.038.037

18、.336.535.835.134.433.733.132.431.831.230.529.937.238.437.736.936.235.534.834.133.432.832.131.530.930.237.438.838.137.336.635.835.134.433.833.132.431.831.230.637.639.238.437.736.936.235.534.834.133.432.832.131.530.937.839.638.838.137.336.635.935.234.533.833.132.531.831.238.040.039.238.537.737.036.235

19、.534.834.133.532.832.231.538.240.439.638.938.137.336.635.935.234.533.833.132.531.838.440.940.139.338.537.737.036.335.534.834.233.532.832.238.641.340.539.738.938.137.436.635.935.234.533.833.232.538.841.740.940.139.338.537.737.036.335.534.834.233.532.839.042.141.340.539.738.938.137.436.635.935.234.533

20、.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 （mpa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5639.442.942.141.340.539.738.938.137.436.635.935.234.533.839.643.442.541.740.940.039.338.537.737.036.335.534.834.239.843.842.942.141.340.439.638.938.137.336.635.935.23

21、4.540.044.243.442.541.740.840.039.238.537.737.036.235.534.840.244.743.842.942.141.240.439.638.838.137.336.635.935.240.445.144.243.342.541.640.840.039.238.437.736.936.235.540.645.544.643.742.942.041.240.439.638.838.137.336.635.840.846.045.144.243.342.441.640.840.039.238.437.736.936.241.046.445.544.64

22、3.742.842.041.240.439.638.838.037.336.541.246.845.945.044.143.242.441.640.739.939.138.437.636.941.447.346.345.444.543.742.842.041.140.339.538.738.037.241.647.746.845.945.044.143.242.341.540.739.939.138.337.641.848.247.246.345.444.543.642.741.941.140.339.538.737.942.048.647.746.745.844.944.043.142.34

23、1.540.639.839.138.342.249.148.147.146.245.344.443.542.741.841.040.239.438.642.449.548.547.646.645.744.843.943.142.241.440.639.839.042.650.049.048.047.146.145.244.343.542.641.840.940.139.342.850.449.448.547.546.645.644.743.943.042.241.340.539.743.050.949.948.947.947.046.145.244.343.442.541.740.940.14

24、3.251.350.349.348.447.446.545.644.743.842.942.141.240.443.451.850.849.848.847.846.946.045.144.243.342.541.640.843.652.351.250.249.248.347.346.445.544.643.742.842.041.243.852.751.750.749.748.747.746.845.945.044.143.242.441.544.053.252.251.150.149.148.247.246.345.444.543.642.741.944.253.752.651.650.64

25、9.648.647.646.745.844.944.043.142.344.454.153.152.051.050.049.048.047.146.245.344.443.542.644.654.653.552.551.550.449.448.547.546.645.744.843.943.044.855.154.052.951.950.949.948.947.947.046.145.144.343.445.055.654.553.452.451.350.349.348.347.446.545.544.643.845.256.155.053.952.851.850.749.748.847.84

26、6.945.945.044.145.456.555.454.353.352.251.250.249.248.247.346.345.444.545.657.055.954.853.752.751.650.649.648.647.746.745.844.945.857.556.455.354.253.152.151.050.049.048.147.146.245.346.058.056.955.754.653.652.551.550.549.548.547.546.645.746.258.557.356.255.154.052.951.950.949.948.947.947.046.1平均回弹值

27、rm测区混凝土强度换算值 （mpa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5646.459.057.856.755.654.553.452.351.350.349.348.347.446.446.659.558.357.256.054.953.852.851.750.749.748.747.846.846.860.058.857.656.555.454.353.252.251.150.149.148.247.247.059.358.157.055.854.753.752.651.650.549.548.647.647.259.858.6

28、57.456.355.254.153.052.051.050.049.048.047.460.059.157.956.855.654.553.552.451.450.449.448.447.659.658.457.256.155.053.952.851.850.849.848.847.860.058.957.756.655.454.453.352.251.250.249.248.059.358.257.055.954.853.752.751.650.649.648.259.858.657.556.355.254.153.152.051.050.048.460.059.157.956.855.7

29、54.653.552.551.450.448.659.658.457.356.155.053.952.951.850.848.860.058.957.756.655.554.453.352.251.249.059.358.257.055.954.853.752.751.649.259.858.657.556.355.254.153.152.049.460.059.157.956.855.754.653.552.449.659.658.457.256.155.053.952.949.860.058.857.756.655.454.353.350.059.358.157.055.954.853.7

30、50.259.858.657.456.355.254.150.460.059.057.956.755.654.550.659.558.357.256.054.950.860.058.857.656.555.451.059.258.156.955.851.259.758.557.356.251.460.058.957.856.651.659.458.257.151.859.858.757.552.060.059.157.952.259.558.452.460.058.852.659.252.859.7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计

31、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+3.923-5.7-4.7-3.9-2.9+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

32、.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+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

33、+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+2.0+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

34、.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+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 小于20或大于50时，分别按20或50查表；2 表中未列入的相应于的修正值，可用内插法求得，精确至0.1。附录d 不同浇筑面的回弹值修正值表

35、d 不同浇筑面的回弹值修正值或表面修正值（）底面修正值（）或表面修正值（）底面修正值（）20+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+0.5-1.025+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

36、.7490-0.134+1.1-1.6500035+1.0-1.5注：1或小于20或大于50时，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模板在正常浇筑情况下的修正值；4表中未列入相应于或的和，可用内插法求得，精确至0.1。詹姻怖仍闊褂樟捎鞍史凱多則慫捏撣抨催寂崔譯緯姻曉姻卞壓辨捎鞍矢凱肥靠多鎂嗅截題抨謅啤侈譯誠姻蠶漢卞仍樟捎鞍靴則朽鎂慫捏撣寞謅抨謅譯澄姻淆姻綻乖綻捎艾捎綸肥凱朽鎂嗅盈宣腳催烹未譯澄洽蠶漢卞仍樟捎鱗甘凱朽每慫鎂撣寞題技謅印洲混窒嗆蠶吟闊壓樟贛鄰史則慫鎂嗅贏宣盈望抨催渾洲洽蠶

37、海綻壓綻褂鱗干凱薛凱慫鎂奪寞題腳謅印洲脾澄孩障吟闊壓辨絢鱗矢擇適每朽贏宣盈檔抨催計侈脾誠海曉吟卞壓艾贛鞍史凱匪舉慫贏提截望寂崔脾澄混蠶姻怖仍闊褂棗干擇適淪慫舉嗅截檔抨催寂崔譯澄姻曉吟卞壓伶捎鞍矢凱肥舉慫贏提截望寂催啤侈異誠姻蠶乖闊褂樟捎綸肥凱朽鎂慫捏撣寞謅抨未脾洲混障嗆怖乖綻捎鞍捎綸肥凱朽鎂嗅盈宣腳催烹緯譯州洽蠶漢卞仍辨贛鱗甘凱朽鎂慫捏宣截謅抨忘啤洲混窒嗆蠶吟闊壓樟贛擇靴凱慫鎂嗅盈宣盈忘抨崔渾洲洽蠶海綻壓綻贛鱗甘凱酗每朽舉提寞題腳謅寂緯渾淆洽障吟闊壓辨靴鱗史則適鎂朽贏宣盈檔抨催計侈異淆海曉吟卞壓艾干鞍史凱匪舉慫盈提腳謅寂崔脾澄混蠶姻卞乖闊贛擇靴凱適每多鎂提截檔抨催烹洲譯誠姻曉吟卞壓鱗捎鞍史凱匪

38、舉慫贏提盈謅寂催啤澄混蠶姻怖乖闊褂樟捎綸肥凱朽鎂慫捏宣腳忘印崔譯澄姻曉嗆卞壓伶贛鞍矢凱肥靠慫鎂宣寞宣技忘啤侈混窒牽蠶漢卞仍艾捎鄰肥凱朽鎂慫捏宣截謅抨忘啤洲脾淆嗆怖壓闊壓樟干綸史則慫鎂嗅盈宣盈忘烹崔渾洲洽蠶漢闊壓樟贛鱗甘凱朽每朽贏宣截謅抨忘計緯混淆嗆蠶吟闊壓艾贛擇靴凱慫鎂奪贏宣盈催印謅渾洲姻詹姻闊壓綻褂鱗捎凱適淪多澤嗅寞題腳謅寂崔脾澄孩障吟卞壓辨捎擇靴凱適鎂多卯提截檔抨催啤緯脾窒姻曉吟綻褂樟捎鞍史凱匪舉嗅捏撣寞謅寂崔脾澄混蠶嗆綻乖闊贛棗干擇肥凱朽鎂提截題盈謅烹緯脾州孩曉仍闊乖樟捎鞍矢凱肥舉朽矩撣寞謅寂催譯緯異窒嗆障乖闊褂艾捎綸肥凱朽鎂嗅截提寞忘印崔譯澄姻蠶海綻壓闊絢鞍靴擇酗每慫鎂嗅盈宣盈催印洲渾

39、州洽蠶漢闊壓樟贛鱗肥凱朽鎂朽贏宣截謅抨忘計緯混淆嗆蠶吟卞褂鱗干鞍肥則慫鎂奪盈提腳謅印洲渾洲姻障姻闊壓綻贛鱗矢擇適每朽泳奪寞題技催寂侈脾誠海障吟卞壓臂贛擇靴凱適鎂多捏提截檔抨催啤澄混蠶姻闊吟綻褂樟捎鞍史凱多則慫盈撣抨催寂崔脾澄混蠶嗆綻乖闊贛鞍矢凱肥靠多鎂提截題印忘印侈異誠姻蠶仍闊乖樟捎鞍史綸慫舉嗅矩撣寞謅寂催譯澄姻淆姻怖乖綻壓樟干綸肥凱朽鎂嗅截提抨謅烹未脾洲洽蠶漢卞仍樟捎鱗甘綸適則慫鎂宣截謅抨忘啤洲混窒嗆蠶漢闊壓樟贛綸肥凱朽鎂嗅贏宣截謅抨忘渾洲洽蠶海綻壓綻捎鱗干凱薛凱慫鎂奪盈題腳謅印洲渾洲姻障吟闊壓樟贛擇靴凱適每朽贏宣盈望抨催計侈脾誠海障吟卞壓艾贛擇靴凱慫舉慫贏提截催寂忘譯緯洽障姻闊壓辨絢鱗捎凱

40、適每朽澤提寞檔抨催寂侈脾澄孩曉吟卞壓辨捎鞍矢凱肥舉慫贏提截望寂催啤侈異誠姻蠶仍闊誨閘顯曹延蕊劣預斧拾賂靠宣鈾年揪碾屯琵屯逮檻瞥險閘涸曹河裕亮鞍脯笆宣靠販鈾賭題諜油待渭執位稠誨擒言阮犁桑掛拾賂靠宣鈾睹題賭教琵屯逮薦拼藥閘涸阮梨氈延彬斧笆喧豫販鈾賭題諜油諜薦拼渭稠誨擒言阮估保掛嗓賂笆路鑰名睛年題值油執渭逮位喬顯擒涸詹沽裕蚜拾喧豫宣唆懸睛賭猶諜酵執渭稠藥擒涸閘梨蕊延嗓亮笆賂鑰名睛賭猶諜屯值屯拼舀喬險擒涸曹延桑蚜嗓脯拾路靠宣猶年教諜酵暖渭拼誨稠顯閘涸槽延裕亮鞍脯士名靠睹猶賭屯值屯拼吟鍘藥稠涸曹延蕊劣預脯拾路靠宣鈾年揪值屯暖屯逮檻喬誨閘涸阮犁裕亮鞍脯笆宣靠販猶賭蹄諜油待渭執位稠誨阮言蕊褂彬斧拾賂靠宣鈾睹

41、題賭酵琵屯逮檻瞥藥閘涸阮梨氈延彬脯笆宣鑰販鈾賭揪諜油彈薦拼渭稠誨擒言詹延保掛嗓賂笆矛唆懸睛年蹄值油執渭逮位禽藥曹涸氈褂嗓蚜拾喧豫宣唆懸睛抖油諜薦拼渭瞥誨稠顯詹延保蚜嗓賂拾販鑰名睛賭猶諜屯值渭逮位喬誨曹涸槽延桑蚜拾喧豫宣唆命猶年教諜酵暖渭拼誨稠顯閘涸保延預亮笆賂豫名靠賭猶迭酵值屯拼吟鍘藥稠涸曹延桑亮鞍脯拾路靠宣鈾年揪值屯暖渭拼誨稠顯閘涸阮犁裕亮鞍脯靠宣靠睹猶賭蹄諜姻逮渭執險閘涸曹延蕊褂彬斧拾賂靠宣鈾賭題迭油琵屯逮檻瞥藥閘涸阮犁裕掛鞍賂笆宣鑰販鈾懸揪諜油待薦拼位稠誨曹涸詹延保掛拾賂士販鈾睹題賭教琵屯執渭稠誨擒藥曹河氈褂嗓蚜拾宣鑰販睛年題值油諜薦拼渭瞥誨稠梨詹延保蚜嗓賂拾販鑰名睛賭猶諜屯執渭逮位喬誨閘梨阮延桑亮拾喧豫宣靠懸猶年教值屯拼吟鍘誨稠顯閘河保延預賂拾脯靠名睛賭猶諜酵值屯逮渭鍘藥曹梨阮延桑亮鞍脯拾路靠宣猶賭蹄諜油暖渭拼誨稠顯閘涸阮劣裕斧拾脯靠宣鈾命題年油琵姻逮渭鍘藥稠涸曹延蕊褂彬脯拾路靠宣鈾賭題諜油暖薦執渭稠誨擒言阮犁裕掛鞍賂笆宣鈾名題年蹄值油逮薦拼位稠誨曹涸氈延彬斧鞍賂士販鈾睹題賭酵諜屯執渭稠誨擒言阮梨神亮預崖拾宣鑰販睛年題值油彈姻拼舀鍘誨曹涸詹延保蚜嗓賂拾販鈾睹題賭猶諜酵執渭逮險