泵送混凝土回弹值强度换算表

2525泵送混凝土测区强度换算表附录B泵送混凝土测区强度换算表表B系送混凝土演IJ区强度换算表平均回禅值Rm删区混嫌土强度换算值%(MPa)平均碳化深度值dm(mm)0.00.51.01-52.02.53.03.54.04.55,05.5部18.610.0—r———————————1'18,810.210.0—-11————―J19.010.410.210.0———*—=——19.210.610.410,210.0——-—————-———19.410,910.710,410.210.0»==■————19.6]L110.910.610.410,210.0———19.811.3ILl10.910.610.410.210.0*■*L——-—•——20.0IL5】L3IL110.910.610.410.210.0——————20.211.8IL511,311.110,910.610,410.210.0———20.412,01L711.51L311.110.810,610.410.210,0—20.612.212.011.71L511.31L010.810,610.410.210.0——20.812,412,212,01L7D.51L31L010.810.610.410.210,02L012,712.412,211.9B.7JL51L211.0io.a10.610.410-210.021.212.912.712-412.211.91L7〕L511.211,010.810.610.410.2一,21.413.I12.912.612.412.11L911.711.41L21L010.810.610.321.613,413.112+912.612,412.111.911.611.411.211.010.710.521,813.613.4J3*112.812.612,312-111.91L61K41L210.910.722.013.913.613.313.112.812,612.312.111.811.61L4IL110.922.214.113.813.613,3J3.012.812312.312.011,S11.61).311.122.414,414.113.813.513.313.032.712.512.212.011,81L511.3续表B续表B续表B26平均回Rz测区濯阪土姿度袂算值M(MPn)平均《｛化深度值c/n.(mm)0.00.51.01.52.02.53.03.54.04.55.05.5部22.614.614.3J4.013.813.513.213.012.712.312.212.011.711.522.814.914.614.314.013.713.513.212.912.7】2.412.211.911.723.0J5.114.8H.514.214.0B.713.413.112.9I2.fi)2.<12.11).923.215.415.1)4.814.5U.211913.6114)3.112.AU.612.312.123.415.615.3J5.014.7)4.414.113.913.6B.3K.112.«12.612.323.613.915.615.315.0U.7U.414.113.813.313.313.012.812.523.816.215.815.515.214.914.6】4.314.113.8B.513?13.012.724.016.416.115.815.515.2N.914.6M.314.0137B.513.212.924.216.716.416.015.715.415.1】4.814.514.213.9)3.713.413.124.4J7.016.616.316.015.7IS.315.014.714.514.213.$13.613.324.617.216.916.516.215.915.615.315.014.714.4IV113.8】3.624.817.5)7.116.816.516.215.815.515.214.914.6U.314.111825.017.817.417.)16.716.416.)15.815.515.2】4.914.614.3U.025.218.017.717.317.016.716.316.01S.715.415.114.814.514.225.418.318.017.617.316.916.616.315.915.615.31S.C14.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417.116.816.4)6.115.815.515.214.926.019.218.818.418.117.717.4U.016.716.316.015.715.415.\26.219.519.118.718.318.017.617.316.916.616.315.915.615.326.419.819.4)9.018.618.217.917.517.216.816.516.215.915.626.620.019.619.318.918.518.117.817.417.116.816.<16.115.826.820.319.919.519.218.818.418.017.717.317.016.116.316.027.020.620.219.819.419.)18.718.3)7.917.617.216.S16.616.227.220.920.520.119.719.318.918.618.21?.817.517.16.816.5平均回-律值.Rm勇区混双土强度挨算值A*.(MPa)平均瓒化深度值＜A《mm)U.00.5J.Ol.S2.02.53.03.S4.04.55.05.52627.i2).22U.820.42C.0)9.619.2)8.818.5)8.117.7)7.417.116.727.621.521.120.720.3)9.919.519.118.718.418.017.617.317.027.821.821.421.U2).620.2J9.R19.419.018.6)8.317.917.5)7.228.022.121.721.321920.420.019.619.318.918518.117.817.428.222.422.021.621.120.720.319.919.519.118.818.418.0I?.728.422.822.321.92L421.020.620.219.819.4)9.018.618.317.928.623.122.622.22).721.320.920.520.119.719.318.918.518.228.823.422.922.522.02).62).220.720.319.919.519.218.818.429.O23.723222.822.321.921.S21.020.620.219.819.419.018.729.224.023.523.122.622.221.721.320.920.520.119.719.318.929.424.323.923.422.922.522.021.621.220.820.319.919.519.229.624.724.223.723.222.822.321.92).42).020.620.2)9.819.429.825.024.524.023.523.122.622.221.721.320.920.520.119.730.025.324.824.323.821422.922.522.021.621.220.720.319.930.225.625.124.624.221723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622.121.72J.320.920.4：＜0.626.325.825.324.824.323.823.322.922.422.021.621.120.730.826.G26.]25.62S.I24.624.)23.621222.?22.321.821.421.031.027.026.425.925.424.924.423.923.523-022.522.121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727.126.626.G25.525.024.524.123.623.122.722.221.831.628.027.426.926-425.925.324.824.423.923.422.922.522.031.828.327.fi27.226J26.225.725.24.724.223.723.222.822.332.028.128.2?.f27.C26.J26.C25.S25.C24.524.C23.J23.C22.6续表B31续衰B平均矿谭值Rg'•・洲区混蜃土强度条鼻值(MPa)平均碳化深・0.00.51.01.52.02.53.03.54.04.55.0?5.5>641.848.247.246.345.444.543.642.741.941.140.339.5j3S.737.942.048.647.746.745.844.944.043.142.341.540.639.839.138.342.249.148.147.146.245.344.443.S42.741.841.040.2；39.438.642.449.548.547.646.645.744.8<3.943.142.241.440.6139.839.042.650.049.048.047.146.145.244.341542.641.840.940.129.342.8S0.449.448.547.546.645.644.743.943.042.241.340.539./43.0SO.949.948：947.947.046.145.244.343.442.541.740.9•343.2$1.350.349,348.447.446.545.644.743.84Z.942.141.240.443.4SI.850.8、49.Sw47.846.946.045.J44.243.342.541.640.843.6$2.351.250.24*48.347.346.445.544.643.742.842.041.243.852.751.7150.749.7x?-74t746.845.945.044.143.242.441.544.053.252.251.150.)49、48.247.246.345.444.543.642.741.944.2S3.752.6SI.650.649.641647.646.745.844.944.043.142.344.4S4.]S3.152.051.050.049.B^S.047.146.245.344443.5.42.644.6S4.6S3.552.551.550.449.448、.47.546.645.744.8：43.9'43.044.855.154.052.95).950.949.948.947、47.046.)45.1';44.3i43.445.0$5.654.553.452.4SI.350.349.348.3j47.7^545.5i44.643.845.256.155.353.952.851.850.749.748.847.846.9h.9I45.C44.I45.4>6.555.454.353.352.251.2SO.249.248.247.3146.3j45.444.545.657.055.954.853.752.751.650.649.648.647.745.745.344.945.857.556.45S.354.253.152.151.050.049.048.147.145.245.346.053.C56.957.355.754.6S3.6b2.5St550.549.548.547.546.645.746.258.5-|56.：55.154.052.S51.S50.9-49.948.947.S47.(46.146.459.C57.S56.155.654.S52.452.351.350.349-348.2•47.4•46-4I2C平均回-律值.R.沔区R凝土强度换鼻-X。心(MPa).年比玻化深度(Bd.(mm)0.00.51.01.5i2.02.5303.5|4.04.55.05.52646.646.859.560.058.358.857.257.656.0S6.554.55S*53.854.352.8S3.251.752.250.751.149.750.148.749.147.848.246.847.247.0—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—60.059.157.956.855.654.5(53.552.451.450.449.448.447.6—59.658.45?.2|56.155.053.952.851.850.849.848.847.8——60.058.95?756.655.454/453.352.251.250.249.248.0.■.——59.35S.257.0S5.954.853.752.751.650.649.648.2———59.858.6157.556.355.253.152.051.050.048.4———60.059.l!$7.956.855.754.653.552.551.4$0.448.6————•59.615S.4157.356.155.053.952.951.850.848.8———6C.058.957.756.655.S54.453.352.2S1249.059.358.257.055.934.853.752.751.649.2————•—59.858.657.556.355.254.153.152.049.4———60.059.157.956.855.754.653.552449.6土———59.658.4$7.2l$6.1155.05o.9!52.9}一49.850.0♦———•—60.058.859.357.758.1S6.657.055.455.954.3153.3>54.3153.71150.2———————59.8[38.657.456.355.2；S4.150.4—————■—60.059.057.956.755.554.550.6—•••—•———$9.558.357.256.054.50.8—••,一■—60.058.857.656.555.4•51.0*—f•——————55.258.1569!5S.851.21•T—59.758.557.356.2续表B平均回弹值Rm测区混凝土强度换算值Kg(MPa)平均碳化深度值dm(mm)0.00.51.01.52.02.53.03.54.04.55.05.5海51.460.058.957.856.651.659.458.257.151.859.858.757.552.060.059.157.952.259.558.452.4.60.058.852.6•59.252.8————59.7注：表中未注明的测区混凝土强度换算值为小于lOMPa或大于6OMPa；表中数值是根据曲线方程/=0.034488月9伽io(f0】73上)计算。