回彈法測試混凝土強度換算表

1、回彈法測試混凝土強度技術(shù)規(guī)b士測區(qū)混耀土強度換算值/k,(MPa)回彈值平均碳化深度值如(mm)0Q.51.01.52.fl2.53.03.54,04-55.05.5海02)01Q310,1r-20.2W.510310.0-2C.410.71C.510.2-i_一-20.6Ikfl10.810.410.1-20.811.2it.ato.610-32L01L411.2Kh810.5叭12L211用11,411.C10.7UL2-WT12L4ll.B11.61E210.91(L410.021.612,GtL8Ih4IkU10.610-2-21.812.312J11.711.3UL810.51022

2、.012.512.2IIILS1110.610-222.212.712.412.111.7LI.210.810,410.0F22.413.012.712.412.0LI.411,010,710.310.022.613.212.912.512.111.611.210,810.410.222.813,413J12.712,311.811.411.010.610.3i23.013.才13.4isa1Z,&12.1111.611-210.81C,510.1.23.213.913,61J.212.8ii.211.811.411.010,710.310.0一-23.414,113,8i4IS.(J12-4

3、；12.011.611.210.910.41Q.223.614.414J13713.212.7il2.2；11.8：11A11.11C.710.410.123.814.-614.313H1/412.8H2.4!12.0：1L511.210.810.510.2-平均回彈值%:測區(qū)混擬土強度換算值起j(MPe)平均碳化探度值%(rrvn)00.51.01.52.02-53.03.594.04.55.05.J邛024.014.914.614.213,713.112.712.211811511.010.710.410.124.215.114,814.313.913.312.812.411.911-61

4、1-210.910&10324.415.46114.6対丄13.613.112.612.211.911.411410.8!10.424.615.615.314用14.413.713.312.812.312.011.511,210.910.624,815.961511414.013$13,012.612.211.811.411.110.725.016.215,915.414.914,313813312.812.512.011.711.310-925.216.416.115.615.114.413.913.413.012.612,11E811.51L025.416.716.415.915.4t4.

5、714.213-713.212.912,412.011.711.225.616.916(16415.714-914,413.913.413.012.512.211.811325.817.216$16.315.815.114.614.113.613.212.712.412411.526.017.517.216.615.414.914.413.813.513-012,612,21L626.217,817.416.916,415.715,114.614,013,713,212,81241E826.418.017.617.116.615.815.314.814.213.913613x012.612.0

6、26.618.317.?416.816.115.615.014.414.113,513.212.812.126,818.618,217.717.116.415.815.314.614.313-813.412.912.32718.91S.51S.017.416.616.115.514-814-614.013.613.112.427.219.118.7L&117.616.816.213.715.014.714413.813,312.627,419,4191&.417.817.Q16.415-915-214914314.013.412.727.619.719.318.718017.216.616.1

7、15.415J14.514.16612.927.S20.0196母,01&217.416.816.315.615.314.714,213,713.02S.Q20.319.719.21S.417.617.016.515.815-414.814.413.913.2:25.220.620.019.518.617.817.216.716.015.615,014.61413.32B.420,920.319.718.818.017.416.916-215.815.214,814.213.5i28.621.220,620.019.118.217.617.116.416015,415.014.313.628.

8、821.520920.2L9.418.517.818.316.616,215.615,214,513.8平均回彈值R/D測區(qū)混褪土強度換算值Cd(MPa)平均碳化探度值dm(mm)00.51.01,52.02.53.03.544.55.05.56.029.02J821,120.519.61818-117-516.816.415,915,414.613.929.222.121.420,819.919,01&317.717.016.616.015.614.814.129.422.421.721.120.219318.617.917.216.816.215.815.&J4.229.622.722.0

9、21.320.419.518.818.217.517.016.416.015.114.429.823.022321.620.719.819.118.417.717,216.616.215.314.530.023,32221.921.020.019.318,617.917.416.816.41414,730.223.622.922,221,220.319.618.918.217.617.01(615.614.930.423.923.222.521.520.619.819.118417.817.216.B15.815.130,624.323.622.82L920,920,219.418.718.0

10、17.517.016.015,230.824.623.923.122.121.220.419.718.918.217.7216.215.431.024,924,223.422.421.420.7L9.919,218,417.917.46415.531.225.224.423.722,721.720.920.219.418.618.117.616.615.731.425.624.824.123.022.021.220.519.718.918.417.&16.915.831.625.925.124.323.322.321.520.719-919.218.61B.017.L16.031.826.22

11、5.424.623.622.521.721.020.219.41&91B.217.316,232.026.525.724.923.922.822.021.220.419.619.118.417.516,432,226.926.125,324223,122321.520.719.919.418.17.716.632.427.226.425.62423,422.621.820.920.119.618.817.916,832.627.626,825.924.823.722.922.121.320.419.919.018.117.032.827.927,126,225.124.023222.321,5

12、20.620.11421&317.233.028.227.426.525.424.323.422.621.720.920.319.418.517.4-33.228.627.726.825.724.623.722.922.021.22018.717.633.428.92827,126.024924.023.122,321.420,719.818.917.833.629.328.427.426.425.224.223322,6217；20.920.019J18.033.829.628.727.726.625.424.423.522.821.921.120.219318.2tt*G亠SI區(qū)混凝土強度

13、換其值益.(MPa)平均回彈值平均碳化深度值血(mm)Rm00.51.01.52,0253.Q3.54.0f4.55.05.56.034.030.029,128.026.825.625.623.723.022.121320.419.51&334.230.329.427.025-824.823.923.222321.520.619.718.434.430.729.82,627.226.025*024,123.422.521.72019.818.634,631.130.228,927*426.225.224.323.622,721.921.020.018,84.831.430.529.227.62

14、6.425.424.523.822-922.121.220.219,035.031830.829.628.026.725.824.824-023.222.321.420.419.235,232.131.129.928-227.026.025-024.223.422.521&20.-619.435.432.531S30.228.627.326.325.424,423.722.821.820319.635.632,93h930.629.027.626.625.724.724.023.022.02L019.S35.833332331.026328.027.026.025.024,323322.221

15、.220.036.033.632(31.229.628.227.226.225.224.523.522421.420.236.234.033.031.629.928.627.526.525.524.823.822,621.620.436,434.433.452.030.328.927.926.825,825.124.122.821.820.636.634.833.832.430.629.228.227.126.125,424x423.022.020436.835.234.132.731.029.628.527-526.425.724.623.222,221.137.035.534.43331.

16、229.828,827-726.625.924.B23.422,421.337,2334.853*431.630.229-128-026.926.225.123,722.621.537.436.335.233.831.930.529.428327.226,525.424,022.921.837.636,735x634；32.330829.728.627.526x825*724.225J22.057.837436.034.532.631-230,028.927827J26.024.523.422.3玖037.536.434,933.031.530.329228.127.426.224.823.6

17、22.538,2S7.936.835.233.431.830.629.5第427.726.525.023.923.738.438337.235-633,732.130.929,828.728.02825324.1為438.638.73?536.034,132.431.230.129.028.327.025.524.423238.839.137.936.434.432.731.530.429,328J27.225*824.623.5平均回彈值Rm測區(qū)湛凝土強度換算值尺,.6,039.039.538.236.734.733.031.830.629.628.S27.426.024.823.739.2

18、39.938.537.035.033.332.130.829.829.027.626.225.024.039.440.338.837.335.333.632.431.030.029.227.-826.425-224.239640.739.137-635(33932-731.230.229.428.026.625.424.439.841,239.638035,934.233,031.4：30.529.728.226.S25.624,740.041.639.938.336.234.533.331.7；30-830.028.427.025.825.040.242.040.33&636.534.833

19、.632.0-31.130.228.627.326.025.240.442.440.739.036.935.133.932.3；31.430.528.827.626.225.440.642841J39.437.255-434-232631.730.829.127.26.525.740.843.341.639837.735734.5；32932.031.229.428.126.826.04L043.742.040,238.036,034.833.232.331.529,728,427.12.24L244.142340.638.436.335.133.532.631.830.028.727326.

20、541,4-44.542.740.938.736.635.433.832,932.030328.927.626.741.645.043.241.439.236.935.734.233.332.430.629.227,927,041$45,443,641.839,537,236.034.533+632,730.929.528.127.242045.944.142.239.937.636.334,934.033.0316.044.050,448,446,443.844339.838337.3J6.334.332.831.230.244.250-848.846.744.241.740J38.637.

21、636,6乳533.031.530,544.451349,247.244.642.140.539.03S.036,9S4.933.331.830.844,651.749.647.645.042.440.839.338.337.235.233.632.131.044.S52.250.14S.045,442.841.239,738(37.635.533.932.431.345.052.750.64.545.843.241.64039.Q37935834.332731-645.253.251.148.946.343.642.040.439.438.336,234.633,031.945.453.65

22、E549446.644.042.340.739.738.636.434.833,232.245.654.151.949.847.144.442.741.140.039.036.835.233.532.545.854.652.450.247.544.843.141-540.43兔337.135.533.932.8464)55.052.50.647.945.243.541.940839.737.535.834.233.146.255.553.351.148,345J43,842、241,L40.037.73634.433346,456.053,851.54S.745.944,242.641.440

23、,338A36,434.733,646.656.554.252.049.246.344.642.941.S40.738.436.735.033.94057.054.752.449.646,745043.342.241.038.837.035.334.247.057.555.252.950.047.245,243,742.641.439A37.435.634.547.258.055.7$3.450.547.645.844.142.941.839.437.736.034.847.458.556.253.50948.0価244.543,342.139,838.036.335.147.659.056.

24、654.351.348,446,644.843.742,540.138.436.635.447,859.557.154,751,848,847.045,244.042.840,538x736x935.748,060.057.655.252.249.247.445.644443.240.839.037.236.048,258,055,752.649.647.84.044.843.641.139337.536.348.458.656.153.130.048.246.445.143941.539.637.8i36.648.659.056.653.550.448(4$.745544341.840.03

25、843&948.3-59.55745450,949.047.145.944.642240.338.437.2平均測區(qū)混凝土強度換算值蔦，海)回彈值平均碗化深度值九mm)Rm00.51.01.52.02.53.03.54.04.55.05.5-6.049.060.057.554.451.349,447,546.245,042,540,638.837,549.258.054.85L749.847.946.645.442.841.039.137.849.458.555.352.150.248.347.145.843.241.339.438.249.658.955.752.550.648.747.44

26、6.243.641.739.738.549.859.456.253.051.049.147.846.543.942.04G.138.850.059.956.753.451.449.548.246.944.342.34Q.439.150.257.153,851.949.948.547.244.642.640.739.450.4-57.654,352.350.349.047.745.043.041.059.750.6一一58.054,752,750.749.448.045.443.441.440.050.858.555.153.151.149.848.445.743.741.740.351.0-5

27、9-055-653-551.550.14S.84.144.142.040.751.259.456-054.051.950.549.246.444,442.341,051.459.956.454.452350.949.646.844.742.741351.656.954.852.751.350.047.245.143.041.651.857.355.253.151.750.347.545.443.341.852.057.855.753.652.150.747.945.843.742.352.258.256.154,052.55L148.346.244.042.652A58.756554.453.05L5*746.544,443.052.659.157.054.853,451,949.046.944,743,352.859.657.455.2疔3.852,S49.447.345443.653.060.057.855.654.252.749.847.645.445,953.258.356,154.633.150,248.04-5.844,3534-58-756.555.053-5$0.5