回彈法檢測砌筑砂漿抗壓強度技術(shù)規(guī)程

A.seq附錄公式3）式中：r——回歸方程式的強度平均相對誤差（％），精確至0.1；er——回歸方程式的強度相對標準差（％），精確至0.1；——由第i組砌體砂漿試塊抗壓試驗得出的砂漿強度值，精確至0.1MPa；——對應(yīng)于第i組試n——制定回歸方程式的砌體數(shù)。專用測強曲線的強度誤差應(yīng)符合下列規(guī)定：平均相對誤差r≤18.0％；相對標準差≤20.0％。當(dāng)r和符合規(guī)定時，經(jīng)專家論證通過后使用。

（規(guī)范性）

按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.011.02.0————————————11.22.02.02.0——————————11.42.12.12.02.0—————————11.62.22.12.12.02.02.0———————11.82.22.22.22.12.12.02.0——————12.02.32.32.22.22.12.12.02.0—————12.22.42.32.32.22.22.12.12.12.02.0———12.42.52.42.42.32.32.22.22.12.12.02.0——12.62.52.52.42.42.32.32.22.22.12.12.02.02.012.82.62.62.52.52.42.32.32.22.22.12.12.12.013.02.72.62.62.52.52.42.42.32.32.22.22.12.113.22.82.72.72.62.52.52.42.42.32.32.22.22.113.42.82.82.72.72.62.62.52.42.42.32.32.22.213.62.92.92.82.72.72.62.62.52.52.42.42.32.313.83.02.92.92.82.82.72.62.62.52.52.42.42.314.03.13.03.02.92.82.82.72.72.62.52.52.42.414.23.23.13.03.02.92.82.82.72.72.62.62.52.414.43.33.23.13.13.02.92.92.82.72.72.62.62.514.63.33.33.23.13.13.02.92.92.82.72.72.62.614.83.43.43.33.23.13.13.02.92.92.82.82.72.615.03.53.43.43.33.23.23.13.03.02.92.82.82.715.23.63.53.53.43.33.23.23.13.03.02.92.82.815.43.73.63.53.53.43.33.23.23.13.03.02.92.815.63.83.73.63.53.53.43.33.23.23.13.03.02.915.83.93.83.73.63.53.53.43.33.33.23.13.03.016.04.03.93.83.73.63.63.53.43.33.33.23.13.116.24.14.03.93.83.73.63.63.53.43.33.33.23.1表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（續(xù)）（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.016.44.24.14.03.93.83.73.63.63.53.43.33.33.216.64.24.24.14.03.93.83.73.63.63.53.43.33.316.84.34.24.24.14.03.93.83.73.63.63.53.43.317.04.44.34.34.24.14.03.93.83.73.63.63.53.417.24.54.44.34.24.24.14.03.93.83.73.63.63.517.44.64.54.44.34.24.24.14.03.93.83.73.63.617.64.74.64.54.44.34.24.24.14.03.93.83.73.617.84.84.74.64.54.44.34.24.24.14.03.93.83.718.04.94.84.74.64.54.44.34.24.14.14.03.93.818.25.04.94.84.74.64.54.44.34.24.14.14.03.918.45.15.04.94.84.74.64.54.44.34.24.14.04.018.65.35.15.04.94.84.74.64.54.44.34.24.14.018.85.45.25.15.04.94.84.74.64.54.44.34.24.119.05.55.35.25.15.04.94.84.74.64.54.44.34.219.25.65.55.35.25.15.04.94.84.74.64.54.44.319.45.75.65.45.35.25.15.04.94.84.74.64.54.419.65.85.75.55.45.35.25.15.04.94.84.74.64.519.85.95.85.65.55.45.35.25.15.04.84.74.64.520.06.05.95.85.65.55.45.35.25.04.94.84.74.620.26.16.05.95.75.65.55.45.35.15.04.94.84.720.46.26.16.05.85.75.65.55.45.25.15.04.94.820.66.46.26.15.95.85.75.65.45.35.25.15.04.920.86.56.36.26.15.95.85.75.55.45.35.25.15.021.06.66.46.36.26.05.95.85.65.55.45.35.25.121.26.76.66.46.36.16.05.95.75.65.55.45.35.221.46.86.76.56.46.26.16.05.95.75.65.55.45.221.66.96.86.66.56.46.26.16.05.85.75.65.55.321.87.16.96.86.66.56.36.26.15.95.85.75.55.422.07.27.06.96.76.66.46.36.26.05.95.85.65.522.27.37.17.06.86.76.56.46.36.16.05.95.75.622.47.47.37.17.06.86.76.56.46.26.16.05.85.722.67.57.47.27.16.96.86.66.56.36.26.15.95.8表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（續(xù)）（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.022.87.77.57.37.27.06.96.76.66.46.36.26.05.923.07.87.67.57.37.17.06.86.76.56.46.36.16.023.27.97.87.67.47.37.17.06.86.76.56.46.26.123.48.17.97.77.57.47.27.16.96.86.66.56.36.223.68.28.07.87.77.57.37.27.06.96.76.66.46.323.88.38.18.07.87.67.57.37.17.06.86.76.56.424.08.48.38.17.97.77.67.47.27.16.96.86.66.524.28.68.48.28.07.97.77.57.47.27.06.96.76.624.48.78.58.38.28.07.87.67.57.37.27.06.86.724.68.88.78.58.38.17.97.87.67.47.37.17.06.824.89.08.88.68.48.28.07.97.77.57.47.27.16.925.09.18.98.78.58.38.28.07.87.67.57.37.27.025.29.29.08.98.78.58.38.17.97.87.67.47.37.125.49.49.29.08.88.68.48.28.17.97.77.57.47.225.69.59.39.18.98.78.58.48.28.07.87.77.57.325.89.79.59.29.08.98.78.58.38.17.97.87.67.426.09.89.69.49.29.08.88.68.48.28.17.97.77.526.29.99.79.59.39.18.98.78.58.38.28.07.87.626.410.19.99.79.49.29.08.88.78.58.38.17.97.826.610.210.09.89.69.49.29.08.88.68.48.28.07.926.810.410.19.99.79.59.39.18.98.78.58.38.28.027.010.510.310.19.89.69.49.29.08.88.68.58.38.127.210.710.410.210.09.89.69.49.19.08.88.68.48.227.410.810.610.310.19.99.79.59.39.18.98.78.58.327.611.010.710.510.310.09.89.69.49.29.08.88.68.427.811.110.910.610.410.210.09.79.59.39.18.98.78.528.011.311.010.810.510.310.19.99.79.49.29.08.88.728.211.411.210.910.710.410.210.09.89.69.49.29.08.828.411.611.311.110.810.610.410.19.99.79.59.39.18.928.611.711.511.211.010.710.510.310.09.89.69.49.29.028.811.911.611.411.110.910.610.410.210.09.79.59.39.129.012.011.811.511.311.010.810.510.310.19.99.79.49.2表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（續(xù)）（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.029.212.211.911.611.411.210.910.710.410.210.09.89.69.429.412.312.111.811.511.311.010.810.610.310.19.99.79.529.612.512.211.911.711.411.210.910.710.510.310.09.89.629.812.612.412.111.811.611.311.110.810.610.410.29.99.730.012.812.512.312.011.711.511.211.010.710.510.310.19.830.213.012.712.412.111.911.611.411.110.910.610.410.210.030.413.112.812.612.312.011.811.511.311.010.810.510.310.130.613.313.012.712.412.211.911.611.411.110.910.710.410.230.813.413.212.912.612.312.011.811.511.311.010.810.610.331.013.613.313.012.712.512.211.911.711.411.210.910.710.531.213.813.513.212.912.612.312.111.811.611.311.110.810.631.413.913.613.313.012.812.512.212.011.711.411.211.010.731.614.113.813.513.212.912.612.412.111.811.611.311.110.831.814.314.013.713.413.112.812.512.212.011.711.511.211.032.014.414.113.813.513.212.912.712.412.111.911.611.311.132.214.614.314.013.713.413.112.812.512.312.011.711.511.232.414.814.514.113.813.513.213.012.712.412.111.911.611.432.614.914.614.314.013.713.413.112.812.512.312.011.711.532.815.114.814.514.213.813.513.313.012.712.412.111.911.633.015.315.014.614.314.013.713.413.112.812.612.312.011.833.215.515.114.814.514.213.913.613.313.012.712.412.211.933.415.615.315.014.614.314.013.713.413.112.812.612.312.033.615.815.515.114.814.514.213.913.613.313.012.712.412.233.816.015.615.315.014.614.314.013.713.413.112.812.612.334.016.215.815.515.114.814.514.213.913.613.313.012.712.434.216.316.015.615.315.014.614.314.013.713.413.112.812.634.416.516.215.815.515.114.814.514.213.913.613.313.012.734.616.716.316.015.615.315.014.614.314.013.713.413.112.834.816.916.516.215.815.515.114.814.514.213.913.613.313.035.017.116.716.316.015.615.315.014.614.314.013.713.413.135.217.216.916.516.115.815.515.114.814.514.213.913.613.335.417.417.016.716.316.015.615.314.914.614.314.013.713.4表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（續(xù)）（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.035.617.617.216.916.516.115.815.415.114.814.514.113.813.535.817.817.417.016.716.315.915.615.314.914.614.314.013.736.018.017.617.216.816.516.115.815.415.114.814.414.113.836.218.217.817.417.016.616.315.915.615.214.914.614.314.036.418.418.017.617.216.816.516.115.715.415.114.714.414.136.618.518.117.717.417.016.616.315.915.615.214.914.614.336.818.718.317.917.517.216.816.416.115.715.415.014.714.437.018.918.518.117.717.317.016.616.215.915.515.214.914.637.219.118.718.317.917.517.116.816.416.015.715.415.014.737.419.318.918.518.117.717.316.916.616.215.915.515.214.837.619.519.118.718.317.917.517.116.716.416.015.715.315.037.819.719.318.818.418.017.617.316.916.516.215.815.515.138.019.919.519.018.618.217.817.417.116.716.316.015.615.338.220.119.619.218.818.418.017.617.216.916.516.115.815.438.4—19.819.419.018.618.217.817.417.016.716.315.915.638.6—20.019.619.218.818.418.017.617.216.816.516.115.738.8——19.819.418.918.518.117.717.417.016.616.315.939.0——20.019.519.118.718.317.917.517.116.816.416.139.2———19.719.318.918.518.117.717.316.916.616.239.4———19.919.519.118.718.317.917.517.116.716.439.6———20.119.719.218.818.418.017.617.316.916.539.8————19.919.419.018.618.217.817.417.016.740.0————20.019.619.218.818.418.017.617.216.840.2—————19.819.418.918.518.117.717.417.040.4—————20.019.519.118.718.317.917.517.140.6——————19.719.318.918.518.117.717.340.8——————19.919.519.118.618.217.817.541.0——————20.119.719.218.818.418.017.641.2———————19.819.419.018.618.217.841.4———————20.019.619.218.718.317.941.6————————19.819.318.918.518.141.8————————19.919.519.118.718.3表B按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（續(xù)）（碳化深度0~6mm）測區(qū)平均回彈值測區(qū)砂漿強度換算值（MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.56.042.0————————20.119.719.318.818.442.2—————————19.919.419.018.642.4—————————20.019.619.218.842.6——————————19.819.318.942.8——————————19.919.519.143.0——————————20.119.719.343.2———————————19.919.443.4———————————20.019.643.6————————————19.843.8————————————19.943.9————————————20.0注：表中數(shù)據(jù)在應(yīng)用時不得外推；表中未列數(shù)據(jù)，可用內(nèi)插法求得，精確至0.1MPa。

（規(guī)范性）

按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表表C按JGJ/T70－2009要求制作試塊（砂漿試模帶底模）工程測區(qū)砂漿強度換算表（碳化深度大于6mm）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）14.02.019.24.124.47.029.610.834.815.514.22.119.44.224.67.129.810.935.015.714.42.119.64.324.87.230.011.135.215.914.62.219.84.425.07.430.211.335.416.114.82.320.04.525.27.530.411.435.616.315.02.320.24.625.47.630.611.635.816.515.22.420.44.725.67.830.811.836.016.715.42.520.64.825.87.931.012.036.217.015.62.520.84.926.08.031.212.136.417.215.82.621.05.026.28.231.412.336.617.416.02.721.25.126.48.331.612.536.817.616.22.821.45.226.68.531.812.737.017.816.42.821.65.326.88.632.012.837.218.016.62.921.85.427.08.832.213.037.418.216.83.022.05.527.28.932.413.237.618.517.03.122.25.627.49.132.613.437.818.717.23.222.45.727.69.232.813.638.018.917.43.322.65.927.89.433.013.838.219.117.63.322.86.028.09.533.214.038.419.417.83.423.06.128.29.733.414.138.619.618.03.523.26.228.49.833.614.338.819.818.23.623.46.328.610.033.814.539.020.118.43.723.66.528.810.134.014.7——18.63.823.86.629.010.334.214.9——18.83.924.06.729.210.434.415.1——19.04.024.26.829.410.634.615.3——注：表中數(shù)據(jù)在應(yīng)用時不得外推；表中未列數(shù)據(jù)，可用內(nèi)插法求得，精確至0.1MPa。

（規(guī)范性）

按JGJ/T70－2009實施前的標準要求制作試塊（砂漿試模不帶底模）工程測區(qū)砂漿強度換算表－平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）平均回彈值Rm砂漿強度換算值（MPa）12.82.018.64.124.27.030.010.735.815.313.02.018.84.224.47.130.210.936.015.413.22.119.04.324.67.230.411.036.215.613.42.119.24.424.87.330.611.236.415.813.62.219.44.525.07.530.811.336.616.013.82.319.64.625.27.631.011.536.816.114.02.319.84.725.47.731.211.637.016.314.22.420.04.825.67.831.411.837.216.514.42.520.24.925.87.931.611.937.416.714.62.520.45.026.08.131.812.137.616.814.82.620.65.126.28.232.012.237.817.015.02.720.85.226.48.332.212.438.017.215.22.821.05.326.68.432.412.538.217.415.42.821.25.426.88.632.612.738.417.615.62.921.45.527.08.732.812.838.617.715.83.021.65.627.28.833.013.038.817.916.03.121.85.727.48.933.213.139.018.116.23.122.05.827.69.133.413.339.218.316.43.222.25.927.89.233.613.539.418.516.63.322.46.028.09.333.813.639.618.716.83.422.66.128.29.534.013.839.818.917.03.422.86.228.49.634.213.940.019.117.23.523.06.328.69.734.414.140.219.217.43.623.26.428.89.934.614.340.419.417.63.723.46.529.010.034.814.440.619.617.83.823.66.629.210.235.014.640.819.818.03.923.86.829.410.335.214.841.020.018.24.024.06.929.610.435.414.9——注：表中數(shù)據(jù)在應(yīng)用時不得外推；表中未列數(shù)據(jù)，可用內(nèi)插法求得，精確至0.1MPa。

（規(guī)范性）

異常數(shù)據(jù)判斷和處理異常數(shù)據(jù)判斷依據(jù)GB/T4883，可采用格拉布斯準則進行異常值判斷，將測區(qū)砂漿強度換算值按從小到大順序排列、、……、，計算統(tǒng)計量： （E.seq附錄公式\r11） （E.seq附錄公式2）式中:、——格拉布斯檢驗統(tǒng)計量；——構(gòu)件或檢測批砂漿強度換算值的最小值；——構(gòu)件或檢測批砂漿強度換算值的最大值；、——格拉布斯檢驗臨界值，按檢測批測區(qū)數(shù)量由附錄E查得。取檢出水平為5％，剔除水平為1％，按雙側(cè)情形檢驗，檢出水平對應(yīng)臨界值為，剔除水平對應(yīng)臨界值為。若>，且>，則判斷為離群值，否則，判斷沒有離群值。對檢出的離群值，若>，則判斷為統(tǒng)計離群值，可考慮剔除，否則，判斷未發(fā)現(xiàn)統(tǒng)計離群值，為歧離值。若>，且>，則判斷為離群值，否則，判斷沒有離群值。對檢出的離群值，若>，則判斷為統(tǒng)計離群值，可考慮剔除，否則，判斷未發(fā)現(xiàn)統(tǒng)計離群值，為歧離值。異常數(shù)據(jù)處理若檢出了一個離群值，應(yīng)用相同的檢出水平和相同的規(guī)則，對除去已檢出離群值后余下的數(shù)值繼續(xù)檢驗，直到不能檢出離群值為止。對除去已檢出離群值后余下的數(shù)值，應(yīng)按本文件第8.1條重新計算強度換算值的平均值、標準差和變異系數(shù)。檢出的離群值總數(shù)不宜超過樣本量的5％，若檢出的離群值總數(shù)超過了這個上限，對此樣本應(yīng)作慎重的研究和處理。統(tǒng)計離群值可直接剔除，歧離值不得隨意舍去，應(yīng)盡可能尋找其技術(shù)或物理上的原因，若在技術(shù)上或物理上找到了產(chǎn)生它的原因，則應(yīng)剔除或修正；若未找到產(chǎn)生它的物理上和技術(shù)上的原因，則不得