回弹自动计算表格
全新砼回弹自动计算表
2 44.8 0.0 44.8 0.0 44.8 / / 0.0 52.2
3 43.7 0.0 43.7 0.0 43.7 / / 0.0 49.7
4 41.6 0.0 41.6 0.0 41.6 / / 0.0 45.0
5 / / / / / / / 0.0 / 45.0
6 / / / / / / / 0.0 /
测试编号 测试规程 测 试 者
BG- 2014-THT- 090 JGJ/T23-2011
计 算 者 记 录 者 计算日期
2014.07.26
测 各测区平均值 角度修正值△Nα 回 角度修正后 弹 值 浇筑面修正值△Nβ 浇筑面修正后
区
号
1 41.9 0.0 41.9 0.0 41.9 / / 0.0 45.7
该构件 10 天 回弹强度达到设计强度的
90.0 %
回弹法测试结构或构件混凝土强度记录
试表43
工程名称 工程项目 测试编号
G30乌鲁木齐绕城高速公路（东线） WRDX-1合同段1标二分部 桥梁工程 JL- 2014- THT- 090
测试单位 测试规程 测试日期
WRDX-1合同段工地试验室 JGJ/T23-2011 2014.07.26
测试者 记录者 计算者 取舍后 N2 41.9 44.8 43.7 41.6
结构或构件细部名 测 碳化深 称和测试部位图示 区 度（mm） 1 1 2 3 4 5 5 6 7 8 9 10 砼浇筑日期 砼龄期（d） 测试温度 测试角度 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
回弹值 Ni 2 3 4 5 6 7 8 9
取舍前 N1 10 11 12 13 14 15 16 17 18 19 20 42.8 45.3 44.6 42.4
回弹法检测混凝土强度自动计算表C50
C50
3 右 58 54 57 54 53 56 52 58 54 57 51 54 53 56 58 55 55.0 4 右 58 54 55 52 58 54 54 52 53 52 54 52 53 51 59 57 53.8 5 右 57 52 55 51 54 59 52 58 52 54 57 58 54 56 55 58 55.2
测面状态 干燥状态
6 左 55 55 51 52 56 59 57 58 52 56 55 56 54 58 57 52 55.3 7 左 56 54 57 52 59 56 53 57 60 55 54 57 58 54 56 54 55.6
13 左 54 56 52 54 53 57 58 59 59 52 53 52 58 54 51 52 54.3
JGJ/T 23-2001
工程部位 检测日期 混凝土种类 泵送混凝土 型号 回 弹 仪
8 左 55 54 59 57 58 55 52 54 56 53 58 54 60 55 52 54 55.2 9 左 57 51 57 57 59 56 55 53 56 54 54 52 54 51 57 52 54.8
六塘人家4#楼
承包单位： 监理单位： 合同号： 编 号： 2010/4/16
回弹法混凝土抗压强度检测报告
D-48
试验依据、标准 混凝土浇筑日期 编 号 构 部 位 件 情 设计强度等级 况 龄 期
测区编号 1 2 测 3 4 5 回 6 点 7 8 9 读 弹 10 11 12 13 数 14 15 值 16 测区平均值 检测角度 角度修正值 角度修正后 浇筑面修正值 浇筑面修正后 平均碳化深度值(mm) 测区混凝土强度换算 53.8 值（MPa） 检测结果 备注 泵送砼修正值 +3.0 53.6 53.6 51.3 54.0 54.2 0 55.1 0 55.1 0 55.0 0 55.0 0 55.0 0 55.0 0 53.8 0 53.8 0 55.2 0 55.2 0 55.3 0 55.3 1 右 51 59 57 56 58 51 53 54 53 59 57 55 54 56 52 56 55.1 2 右 56 54 52 55 56 52 58 59 57 54 55 52 53 60 58 52 55.0
回弹法检测混凝土强度自动计算表测区混凝土强度换算表回弹值修
回弹法检测混凝土强度自动计算表测区混凝土强度换算表回弹值修非泵送测区混凝土强度换算表平均回弹值Rm20.020.120.220.320.420.520.620.720.820.921.021.121.221.321.421 .521.621.721.821.922.022.122.222.322.422.522.622.722.822.923.023 .123.223.323.423.523.623.723.823.924.0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)010.310.410.510.610.710.911.011.111.211.311.411.511.611.71 1.811.912.012.212.312.412.512.612.712.913.013.113.213.313.413.61 3.713.813.914.014.114.314.414.514.614.814.90.510.110.210.310.410 .510.710.810.911.011.111.211.311.411.511.611.711.812.012.112.212 .212.312.412.612.712.812.913.013.113.313.413.513.613.713.814.014 .114.214.314.514.61.01.52.02.53.03.54.04.55.05.5≥6.010.010.110.210.310.410.510.610.710.810.911.011.111.211.311.411. 611.711.811.912.012.112.312.412.512.512.612.712.913.013.113.213 .313.413.613.713.813.914.114.210.110.210.310.410.510.610.710.810.911.011.011.211.311.411.511. 611.711.912.012.112.112.212.312.512.612.712.812.913.013.113.213 .313.413.613.710.010.110.210.310.410.510.610.710.810.911.011.111.211.311.411. 511.611.711.812.012.112.212.212.312.412.612.712.812.813.013.110.010.110.210.410.510.610.610.710.810.911.011.111.211.311.411. 511.611.711.811.912.012.112.212.312.412.612.710.110.210.210.310.410.610.710.810.810.911.011.111.211.311.411. 511.611.711.811.912.012.112.210.010.210.310.410.410.510.610.710.810.911.011.111.211.311.411. 511.511.711.810.010.110.210.310.310.410.510.610.710.810.911.011.111.211.211. 411.510.110.210.310.410.410.610.710.810.810.911.010.010.110.210.310.410.510.510.610.710.110.210.210.310.410.1平均回弹值Rm24.124.224.324.424.524.624.724.824.925.025.125.225.325.425.52 5.625.725.825.926.026.126.226.326.426.526.626.726.826.927.027.1 27.227.327.427.527.627.727.827.928.028.128.228.3测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)015.015.115.315.415.515.615.815.916.116.216.316.416.616.7 16.816.917.117.217.417.517.717.817.918.018.218.318.518.618.818. 919.019.119.319.419.619.719.920.020.220.320.520.620.80.514.714. 815.015.115.215.315.515.615.815.916.016.116.316.416.516.616.816 .917.117.217.317.417.517.617.817.918.118.218.418.518.618.718.91 9.019.219.319.519.619.719.719.920.020.21.014.314.314.514.614.71 4.815.015.115.315.415.515.615.815.916.016.116.216.316.516.616.8 16.917.017.117.317.417.617.717.918.018.118.118.318.418.618.718. 919.019.119.219.419.519.61.513.813.914.114.214.314.414.514.614. 814.915.015.115.315.415.615.715.815.816.016.116.316.416.516.616 .716.817.017.117.317.417.517.617.717.817.918.018.118.218.318.418.518.61 8.72.013.213.313.513.613.713.713.914.014.214.314.414.414.614.71 4.814.915.015.115.315.415.615.715.815.816.016.116.316.416.516.6 16.716.816.917.017.117.217.317.417.517.617.717.817.92.512.812.8 13.013.113.213.313.413.513.713.813.913.914.114.214.314.414.514.614.814.915.015.115.215.315.515.615.715.816.016.116.216.216.316 .416.516.616.716.816.917.017.117.217.33.012.312.412.512.612.712 .812.913.013.213.313.413.413.613.713.813.914.014.114.314.414.51 4.614.714.814.915.015.215.315.415.515.615.715.815.916.016.116.2 16.316.416.516.616.716.83.511.911.912.112.212.312.312.512.612.7 12.812.913.013.113.213.313.413.513.613.713.813.914.014.114.214. 314.414.514.614.714.814.915.015.115.215.315.415.515.615.715.815 .916.016.14.011.611.611.811.912.012.012.112.212.412.512.612.612 .812.913.013.013.113.213.413.513.613.713.813.914.014.114.214.31 4.514.614.714.714.814.915.015.115.215.315.415.415.515.615.74.51 1.111.211.311.411.511.511.711.811.912.012.112.112.312.412.512.5 12.612.712.913.013.113.213.313.313.413.513.713.813.914.014.114. 114.214.314.414.514.614.714.814.814.915.015.15.010.810.911.011. 111.211.211.311.411.611.711.811.811.912.012.112.212.312.412.512 .612.712.812.913.013.113.213.313.413.513.613.713.813.914.014.11 4.114.214.214.314.414.514.614.75.510.510.610.710.810.910.911.01 1.111.211.311.411.511.611.711.811.811.912.012.112.212.312.412.5 12.612.712.812.912.913.013.113.213.313.413.413.513.613.713.713. 813.914.014.014.1≥6.010.210.310.410.410.510.610.710.710.810.91 1.011.011.111.211.311.311.411.511.611.611.711.811.912.012.112.1 12.212.312.412.412.512.612.712.712.812.913.013.013.113.213.313. 313.4平均回弹值Rm28.428.528.628.728.828.929.029.129.229.329.429.529.629.729.82 9.930.030.130.230.330.430.530.630.730.830.931.031.131.231.331.4 31.531.631.731.831.932.032.132.232.332.432.532.6测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)020.921.121.221.421.521.721.822.022.122.322.422.622.722.9 23.023.223.323.523.623.823.924.124.324.524.624.824.925.125.225. 425.625.825.926.126.226.426.526.726.927.127.227.427.60.520.320. 520.620.820.921.021.121.321.421.621.721.922.022.222.322.522.622 .822.923.123.223.423.623.823.924.124.224.324.424.624.825.025.125.325.425.625.725.926.126.326.426.626.81.019.719.920.020.120.22 0.420.520.720.821.021.121.221.321.521.621.821.922.122.222.422.5 22.722.823.023.123.323.423.623.723.924.124.224.324.524.624.824. 925.125.325.525.625.825.91.518.819.019.119.319.419.519.619.819.920. 120.220.320.420.620.720.921.021.121.221.421.521.721.922.022.122. 322.422.622.722.923.023.223.323.523.623.823.924.124.224.424.524. 724.82.018.018.118.218.418.518.618.718.919.019.219.319.419.519.7 19.819.920.020.220.320.520.620.820.921.121.221.321.421.621.721.9 22.022.222.322.422.522.722.823.023.123.323.423.623.72.517.417.51 7.617.717.818.018.118.218.318.518.618.718.819.019.119.219.319.51 9.619.719.820.020.220.320.420.620.720.820.921.121.221.421.521.62 1.721.922.022.222.322.522.622.822.93.016.917.017.117.217.317.417 .517.617.717.817.918.118.218.318.418.518.618.818.919.019.119.319 .419.619.719.819.920.120.220.420.520.620.720.921.021.121.221.421 .521.721.822.022.13.516.216.316.416.516.616.716.816.917.017.117. 217.417.517.617.717.817.918.118.218.318.418.618.718.818.919.119. 219.319.419.619.719.819.920.120.220.320.420.620.720.820.921.121.34.015.815.916.016.116.216.316.416.516.616.716.816.917.017.117.2 17.317.417.517.617.717.817.918.018.118.218.318.418.518.618.818.9 19.119.219.319.419.519.619.819.920.020.120.320.44.515.215.315.41 5.515.615.715.815.916.016.116.216.316.416.516.616.716.816.917.01 7.117.217.417.517.617.717.817.918.018.118.318.418.518.618.818.91 9.019.119.319.419.519.619.819.95.014.814.915.015.115.215.315.415 .515.615.715.815.916.016.116.216.316.416.516.616.716.816.917.017 .117.217.317.417.517.617.717.817.918.018.118.218.318.418.518.618.718.818.919.05.514.214.314.314.414.514.614.614.714.814.915.015. 115.115.215.315.415.415.515.615.715.815.916.016.116.216.316.416. 516.616.816.917.017.117.217.317.417.517.617.717.817.918.018.1≥6 .013.513.613.613.713.813.913.914.014.114.214.214.314.414.514.514 .614.714.814.915.015.115.215.215.315.415.515.515.615.715.815.815 .916.016.116.216.316.416.516.616.716.816.917.0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)027.827.928.128.228.428.628.828.929.129.329.529.629.830.03 0.230.330.530.730.931.131.331.431.631.832.032.132.332.532.732.93 3.133.333.533.633.834.034.234.434.634.835.035.235.40.527.027.127 .327.427.627.727.928.028.228.428.628.728.929.129.329.429.629.830 .030.230.430.530.730.831.031.131.331.531.731.932.132.332.532.632 .833.033.233.433.633.834.034.134.31.026.126.226.426.526.726.827.027.127.327.427.627.727.928.028.228.328.528.628.828.929.129.229 .429.629.829.930.130.230.430.630.831.031.131.231.431.631.832.03 2.232.432.632.732.91.525.025.125.325.425.625.725.926.026.226.42 6.526.626.726.826.927.027.127.227.327.427.527.627.828.028.128.2 28.428.628.829.029.229.329.529.629.829.930.130.330.530.630.831. 031.12.023.924.024.224.324.524.624.824.925.125.225.325.425.525. 625.725.825.926.026.126.226.326.426.626.726.927.027.227.327.527 .627.828.028.128.228.428.628.828.929.129.229.429.629.72.523.123 .223.323.423.623.723.924.024.124.224.324.424.524.624.724.824.92 5.025.125.225.325.425.625.825.926.026.226.326.526.626.827.027.1 27.227.427.527.727.928.128.228.428.528.73.022.222.322.522.622.8 22.923.023.123.223.323.423.523.623.723.823.924.024.124.224.324. 424.524.724.824.925.025.225.425.625.725.926.026.126.226.426.526 .726.827.027.127.327.527.63.521.421.521.621.721.922.022.222.322 .522.622.722.822.923.023.123.223.323.423.523.623.723.823.924.024.124.224.324.424.624.724.925.025.125.225.425.525.725.826.026.1 26.326.426.54.020.520.620.820.921.121.221.321.421.621.721.821.9 22.022.122.222.322.422.522.622.722.822.923.123.223.323.423.623. 723.924.024.224.324.424.524.724.825.025.125.325.425.625.725.84. 520.020.120.220.320.420.520.620.720.820.921.021.121.221.321.421 .521.621.721.821.922.022.122.222.322.422.522.722.822.923.023.22 3.323.423.523.723.824.024.124.324.424.524.624.75.019.119.219.31 9.419.519.619.719.819.920.020.120.220.320.420.520.620.720.820.9 21.021.121.221.321.421.521.621.721.821.922.022.122.222.322.422. 522.622.722.822.923.023.123.223.35.518.218.318.418.518.618.718. 818.919.019.119.219.319.419.519.619.719.819.819.920.020.120.220 .320.420.520.620.720.820.921.021.121.221.321.421.521.621.721.82 1.922.022.122.222.3≥6.017.117.217.317.417.517.617.717.817.918. 018.118.218.318.318.418.418.518.618.718.818.919.019.119.219.319 .419.519.619.719.819.920.020.120.220.320.420.520.620.820.921.02 1.121.2平均回弹值Rm41.341.441.541.641.741.841.942.042.142.242.342.442.542.642.74 2.842.943.043.143.243.343.443.543.643.743.843.944.044.144.244.3 44.444.544.644.744.844.945.045.145.245.345.445.5测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)044.344.544.845.045.245.445.745.946.146.346.546.747.047.24 7.447.647.948.148.348.548.849.049.249.449.749.950.250.450.650.85 1.平均回弹值Rm45.645.745.845.946.046.146.246.346.446.546.646.746.846.947.04 7.147.247.347.447.547.647.747.847.948.048.148.248.348.448.548.6 48.748.848.949.049.149.249.349.449.549.649.749.8测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(平均回弹值Rm49.950.050.150.250.350.450.550.650.750.850.951.051.151.251.35 1.451.551.651.751.851.952.052.152.252.352.452.552.652.752.852.9 53.053.153.253.353.453.553.653.753.853.954.054.1测区混凝土强度换算值fccu,i(M平均回弹值Rm54.254.354.454.554.654.754.854.955.055.155.255.355.455.555.65 5.755.855.956.056.156.256.356.456.556.656.756.856.957.057.157.2 57.357.457.557.657.757.857.958.058.158.258.358.4测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)00.51.01.52.02.53.058.258.458.658.959.159.359.559.759.93. 556.756.957.157.357.557.757.958.258.458.658.859.059.259.559.74. 055.155.455.655.856.056.256.456.656.857.057.257.457.657.858.058 .358.558.758.959.159.359.559.74.552.152.352.552.752.953.153.253 .453.653.854.054.254.454.654.855.055.255.455.655.856.056.256.45 6.656.857.057.257.457.657.858.058.258.458.758.959.159.359.559.7 5.049.850.050.250.450.550.750.951.151.351.551.651.852.052.252.4 52.652.853.053.253.453.553.753.954.154.354.554.754.955.155.355. 555.755.956.156.356.556.756.957.057.257.457.657.85.547.547.747.948.148.248.448.54 8.748.949.149.349.549.649.850.050.250.350.550.750.951.151.351.4 51.651.852.052.252.452.552.752.953.153.353.553.753.954.054.254. 454.654.855.055.2≥6.046.046.246.346.546.646.847.047.247.347.54 7.747.948.048.248.448.648.748.949.149.349.449.649.850.050.150.3 50.550.750.851.051.251.451.651.851.952.152.352.552.752.953.053. 253.4平均回弹值Rm58.558.658.758.858.959.059.159.259.359.459.559.659.759.859.960 .0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)00.51.01.52.02.53.03.54.04.55.058.058.258.458.658.859.059 .259.459.659.85.555.455.655.855.956.156.356.556.756.957.157.357 .557.757.958.158.3≥6.053.653.854.054.154.354.554.754.955.155.2 55.455.655.856.056.256.4。
JGJ-T23-2011混凝土强度回弹检测自动计算表
12345678910111213143438363838363635403837363634393437343835383838383938363436323837343836383934383840363238383538354232403732363832383837333434323938353835393636383936363738343838353835373834393338343437343842313836423732373536383738353537383736403837363536383238373436373836353538373736374038363736383738343536384037343937383437323636373836.637.235.836.737.635.837.735.137.536.0////0.00.00.00.00.00.00.00.00.00.0////36.637.235.836.737.635.837.735.137.536.0////0.00.00.00.00.00.00.00.00.00.0////36.637.235.836.737.635.837.735.137.536.0////34.835.933.335.236.733.337.132.136.733.6////37.238.435.737.639.235.739.634.539.236.0////37.238.435.737.639.235.739.634.539.236.0////106%110%102%107%112%102%113%99%112%103%////批准审核试验记录计算最小值f c cu,minFcu,e=Mfccu-1.645SFccu98%37.3 1.834.534.3检查强度 合格mfc cu =sfc cu =平均值m f c cu标准差sf c cu最大值f c cu,max强度推算值f cu,e达到设计等级%39.6当N>10组时f cu =35.0非泵送强度换算值泵送砼强度换算值混凝土强度推算值(f cu,e )的确定评定结果单个等级混凝土强度回弹值修正计算平均值检测角度修正系数检测角度修正结果浇注面修正系数浇注面修正结果121314151667891011 测点数弹击数12345混凝土输送方式K泵送浇注面R b a /R t a侧面修正值（Ra)测点个数n10混凝土强度等级F cuC35检测角度R ma 水平炭化深度d m0.0工程部位29#墩墩身回弹仪型号/编号检验依据JGJ/T23-2011施工单位中铁港航局工程名称跨临连高速、沭北运河特大桥试验日期2014年9月23日回弹法检测混凝土强度计算书建设单位报告编号报告日期。
回弹法测砼强度自动计算试验记录表
备 注：
回弹方向：
结论：测压抗压强度T=
是否碳化检测： (MPa)
试
验：
计算：
复核：
R2=Rni( min)
碳化深度=
日期：
回弹仪检测水泥混凝土抗压强度记录表
建设项目：
合同 号：
工程名称
桩号及部位
回弹仪型号
测区
1
1
2
3
4
回
5
6
7
弹
8
9
10
11
值
12
13
14
15
16
NS △N
N
碳化深度L(mm)
Rni(MPa)
0.0
测面状态 n=
强度
（编号：
）
承包单位：中铁十五局第七工程有限公司
监理单位： 试验日 期砼浇筑 时间
率定值
设计强 度等级
2
3
4
5
6
7
8
D-52.2
9
10
#NUM!
ZK35+798-ZK35+810
0.0 #NUM! 测试0.角0 0.0
0.0
0.0
0.0
0.0
0.0
度a
1、当按
单个构
件检测
是时，
以最小
值作为
该构件
的
强度
推定 值：
Rmin=
计算
Rni=
(MPa) S=
2、当按 批量检 测时， 应按下 列公式 计算：
R1=Rni －
全新砼回弹自动计算表
JL-2014-THT-090123456789101112131415161718192014640544641433840404142425044384042.841.924642424241454246464850525042464545.344.834246494048444240444251564040424744.643.744342385038443941405038484140384942.441.65678910回弹法测试结构或构件混凝土强度记录试表43工程名称G30乌鲁木齐绕城高速公路（东线）WRDX-1合同段1标二分部测试单位WRDX-1合同段工地试验室测试者测试编号测试日期2014.07.26计算者工程项目桥梁工程测试规程JGJ/T23-20110.00.00.00.00.0记录者ZC3-A 10301、测试原因：日常检测。
0.00.00.02014.07.1650.00.0测试温度/光洁率定值80砼龄期（d ）10风干附注测试角度水平测面状态回弹仪编 号侧面型 号砼浇筑日期取舍前取舍后碳化深度（mm ）结构或构件细部名称和测试部位图示测区回弹值 Ni1N 2NBG-2014-THT-090910//////////////0.00.0//10天回弹强度达到设计强度的%测试规程JGJ/T23-2011回弹法测试结构或构件混凝土强度计算表试表44工程名称G30乌鲁木齐绕城高速公路（东线）WRDX-1合同段测试编号计 算 者记 录 者测试部位5测 试 者计算日期2014.07.26工程项目桥梁工程4567 测 区 号项 目1238各测区平均值41.944.843.741.6////角度修正值△Ｎα0.00.00.00.0////角度修正后41.944.843.741.6////浇筑面修正值△Ｎβ0.00.00.00.0////浇筑面修正后41.944.843.741.6////温度修正值////////温度修正后////////碳化深度值（mm ）0.00.00.00.00.00.00.00.0回弹值附注/结构（构件）回弹强度代表值（NPa ）45.0回 弹 强 度 结 果 评 定该构件90.045.0///各测区回弹强度值Pni （MPa ）45.752.249.7N。
混凝土回弹法强度自动计算表(水平非泵送)
序 号 1 2 3 4 5 6 7 8 9 10
1
2
3
4
5
6
7
8
9
10
11
12
13
部位
序 号 1 2 3 4 5 6
1
2
3
4
5
6
7
8
9
10
11
12
13
7 8 9 10
部位
序 号 1 2 3 4 5 6 7 8 9 10
1
2
3
4
5
6
7
8
9
10
11
12
13
部位
序 号
1
2
3
4
5
6
7
8
9
10
11
12
13
1 2 3 4 5 6 7 8 9 10
角度 0 0 0 0 0
泵送 测试 混凝 面 土 侧面 侧面 侧面 侧面 侧面 否 否 否 否 否
Rm #NUM! #NUM! #NUM! #NUM! #NUM!
角度 测试 修正 面修 值 正值 0 0 0 0 0 0 0 0 0 0
修正回 弹值 #NUM! #NUM! #NUM! #NUM! #NUM!
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
#NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
#NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
角度 0 0 0 0 0 0 0 0 0 0