1、 回回弹弹法法检检测测混混凝凝土土结结构构（构构件件）强强度度原原始始记记录录表表 JJ0305试验单位：#第 页 共 页施工单位试验编号工程部位试验规程JTG/T 23-2011回弹法检测抗压强度技术规范试验日期龄 期（d）强度等级侧面状态侧面试验环境测试角度回弹仪率定值试验仪器构件编号及测点图示测区回 弹 值 Ri角度修正值浇筑面修正值修正后回弹值碳化深度（mm）测区强度（MPa）修正后测区强度（MPa）12345678910111213141516Rm14143454240453944454444474143454543.60.00.0 43.60.049.449.42413946434
2、4434341474240423943394642.20.00.0 42.20.046.346.334443403940404341444541464042444742.20.00.0 42.20.046.346.344047434242404340414446434044394442.20.00.0 42.20.046.346.354047394441414240403944404242454441.60.00.0 41.60.045.045.064646444339474141434639424742404443.20.00.0 43.20.048.548.5747414040434239
3、43454739424140444542.10.00.0 42.10.046.146.184041404041444742424147454345424042.10.00.0 42.10.046.146.194346474043394343424646434042444343.20.00.0 43.20.048.548.5104545474544404044443946404142424142.80.00.0 42.80.047.647.6数据整理平均值mfccu=47.0MPa 标准差Sfccu=1.4MPa强度最小值fccu，min=45.0 MPa强度推定值fcu,e=44.7MPa备注
4、：#试 验：#校 核：#回弹法检测混凝土抗压强度计算程序淡紫色区域为可编辑区域，其他区域不可动回弹数据输入区域参数设定（只需第一行设定）序号12345678910111213141516碳化值角度测试面1414345424045394445444447414345450.00侧面2413946434443434147424042394339460.00侧面3444340394040434144454146404244470.00侧面4404743424240434041444643404439440.00侧面5404739444141424040394440424245440.00侧面6464
5、644433947414143463942474240440.00侧面7474140404342394345473942414044450.00侧面8404140404144474242414745434542400.00侧面9434647404339434342464643404244430.00侧面10454547454440404444394640414242410.00侧面11121314151617181920平均值（MPa）标准差（MPa）最小值（MPa）推定强度（MPa）47.01.4045.044.7计算区域（不用动）泵送混凝土Rm角度修正值测试面修正值修正回弹值非泵送砼强度换
6、算值泵送砼强度换算值修正强度换算值否43.60043.649.452.349.4否42.20042.246.349.146.3否42.20042.246.349.146.3否42.20042.246.349.146.3否41.60041.645.047.745.0否43.20043.248.551.348.5否42.10042.146.148.946.1否42.10042.146.148.946.1否43.20043.248.551.348.5否42.80042.847.650.447.6淡紫色区域为可编辑区域，其他区域不可动参数设定（只需第一行设定）回弹值角度修正回弹值测试面修正Rma检 测
7、 角 度（）Rtm或Rbm表面向 上向 下202.590604530-30-45-60-90212.420-6.0-5.0-4.0-3.02.533.54222.321-5.9-4.9-4.0-3.02.53.03.54.0232.222-5.8-4.8-3.9-2.92.42.93.43.9242.123-5.7-4.7-3.9-2.92.42.93.43.9252.024-5.6-4.6-3.8-2.82.32.83.33.8261.925-5.5-4.5-3.8-2.82.32.83.33.8271.826-5.4-4.4-3.7-2.72.22.73.23.7281.727-5.3-4
8、.3-3.7-2.72.22.73.23.7291.628-5.2-4.2-3.6-2.62.12.63.13.6301.529-5.1-4.1-3.6-2.62.12.63.13.6311.430-5.0-4.0-3.5-2.52.02.53.03.5321.331-4.9-4.0-3.5-2.52.02.53.03.5331.232-4.8-3.9-3.4-2.41.92.42.93.4341.133-4.7-3.9-3.4-2.41.92.42.93.4351.034-4.6-3.8-3.3-2.31.82.32.83.3360.935-4.5-3.8-3.3-2.31.82.32.83
9、.3370.836-4.4-3.7-3.2-2.21.72.22.73.2380.737-4.3-3.7-3.2-2.21.72.22.73.2390.638-4.2-3.6-3.1-2.11.62.12.63.1400.539-4.1-3.6-3.1-2.11.62.12.63.1410.440-4.0-3.5-3.0-2.01.52.02.53.0420.341-4.0-3.5-3.0-2.01.52.02.53.0430.242-3.9-3.4-2.9-1.91.41.92.42.9440.143-3.9-3.4-2.9-1.91.41.92.42.945044-3.8-3.3-2.8-
10、1.81.31.82.32.846045-3.8-3.3-2.8-1.81.31.82.32.847046-3.7-3.2-2.7-1.71.21.72.22.748047-3.7-3.2-2.7-1.71.21.72.22.749048-3.6-3.1-2.6-1.61.11.62.12.650049-3.6-3.1-2.6-1.61.11.62.12.6注：#Rtm或Rbm小于20或大于50时，均分别按20或50查表；#50-3.5-3.0-2.5-1.51.01.52.02.5 表中有关混凝土浇筑表面的修正系数，时指一般原浆抹面的修正值；#注：#Rma小于20或大于50时，均分别按20或
11、50查表；#表中未列入的相应于Rma的修正值，可用内插法求得，精确至0.1。#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浇筑情况下的修正值；#表中未列入的相应于Rtm或Rbm 的Rta和Rba值，可用内插法求得，精确至0.1。#测区混凝土强度换算表底面平均回弹值Rm测区混凝土强度换算值fccu,i（MPa）-3平均碳化深度值dm（mm）-2.900.51.01.52.02.53.03.54.04.5-2.860 泵送混凝土测区强度换算表平均回弹值Rm测区混凝土强度换算值fccu,i（MPa）平均碳化深度值dm（mm）5.05.56.00.00.51.01.52.02.
12、53.03.54.052.850.247.946.350.448.046.450.548.246.650.748.446.850.948.547.051.148.747.251.348.947.351.449.147.551.649.347.751.849.447.852.049.648.052.249.848.252.450.048.452.250.248.652.850.348.753.050.548.953.250.749.153.450.949.253.551.149.453.751.249.653.951.449.854.151.650.054.351.850.154.552.050
13、.354.752.250.554.952.450.655.152.550.855.352.750.055.552.951.255.753.151.455.953.351.656.153.551.856.353.751.956.553.852.156.754.052.356.854.252.557.054.452.757.254.652.857.454.853.057.655.053.257.855.253.458.055.453.658.255.653.858.455.854.058.655.954.158.856.154.359.056.354.559.256.554.759.456.754
14、.959.656.955.059.857.155.257.355.457.555.657.755.857.956.058.156.258.356.44.55.05.56.010.010.110.210.010.310.110.410.210.010.510.310.110.610.410.210.010.710.510.310.110.810.610.410.210.910.710.510.311.010.810.610.311.110.910.710.411.211.010.710.5 泵送混凝土测区强度换算表11.311.110.810.611.411.210.910.711.511.31
15、1.010.811.611.411.110.911.711.511.211.011.811.611.311.111.911.711.411.212.011.811.511.312.111.911.611.412.212.011.711.512.312.111.811.612.412.211.911.712.512.312.011.812.612.412.111.912.712.512.212.012.812.612.312.113.012.712.512.213.112.812.612.313.212.912.712.413.313.012.812.513.413.112.912.613.51
16、3.213.012.713.613.413.112.813.713.513.212.913.813.613.313.013.913.713.413.114.113.813.513.214.213.913.613.314.314.013.713.514.414.113.813.614.514.214.013.714.614.314.113.814.814.514.213.914.914.614.314.015.014.714.414.115.114.814.514.215.214.914.614.315.315.014.714.415.515.114.814.615.615.214.914.71
17、5.715.415.114.815.815.515.214.915.915.615.315.016.015.715.415.116.215.815.515.216.315.915.615.316.416.115.815.516.516.215.915.616.716.316.015.716.816.416.115.816.916.616.215.917.016.716.316.017.116.816.516.117.216.916.616.217.417.016.716.417.517.116.816.517.617.317.016.617.717.417.116.717.917.517.21
18、6.918.017.617.317.018.217.817.417.118.317.917.517.218.418.017.717.318.518.117.817.418.718.317.917.618.818.418.017.718.918.518.217.819.018.618.317.919.218.818.418.119.318.918.518.219.419.118.718.319.519.218.818.419.719.318.918.619.819.419.018.720.019.619.218.820.119.719.318.920.219.819.419.120.319.91
19、9.519.220.520.119.719.320.620.219.819.420.820.420.019.620.920.520.119.721.120.620.219.821.220.720.319.921.320.920.520.121.421.020.620.221.621.220.820.321.721.320.920.421.921.521.020.622.021.621.120.722.221.721.320.922.321.821.421.022.422.021.621.122.522.121.721.222.722.321.821.422.822.421.921.523.02
20、2.622.121.723.122.722.221.823.322.822.421.923.422.922.522.023.623.122.722.223.723.222.822.323.923.422.922.524.023.523.022.624.223.723.222.824.323.823.322.924.524.023.523.024.624.123.623.124.824.323.823.324.924.423.923.425.124.624.123.625.224.724.223.725.424.924.423.925.525.024.524.025.725.124.624.22
21、5.825.224.724.326.025.424.924.426.125.525.024.526.325.725.224.726.425.825.324.826.626.025.525.026.726.125.625.126.926.325.825.327.026.425.925.427.226.626.125.627.326.726.225.727.526.926.425.927.627.026.526.027.827.226.726.227.927.426.826.328.127.627.026.528.227.727.126.628.427.927.326.828.528.027.42
22、6.928.728.227.627.128.828.327.727.229.028.527.927.429.228.628.027.529.428.828.227.729.528.928.327.829.729.128.528.029.829.228.628.130.029.428.828.330.129.529.028.430.329.729.228.630.529.929.328.730.730.129.528.930.830.229.629.031.030.429.829.231.130.529.929.331.330.730.129.531.430.830.229.631.631.03
23、0.429.831.831.230.529.932.031.430.730.132.131.530.930.232.331.731.130.432.431.831.230.632.632.031.430.832.832.131.530.933.032.331.731.133.132.531.831.233.332.732.031.433.532.832.231.533.733.032.431.733.833.132.531.834.033.332.732.034.233.532.832.234.433.733.032.434.533.833.232.534.734.033.432.734.83
24、4.233.532.835.033.433.733.035.232.533.833.235.433.734.033.435.534.834.233.535.735.034.433.735.935.234.533.836.135.434.734.036.335.534.834.236.535.735.034.436.635.935.234.536.836.135.434.737.036.235.534.837.236.435.735.037.336.635.935.237.536.836.135.437.736.936.235.537.937.136.435.738.137.336.635.83
25、8.337.536.836.038.437.736.936.238.637.937.136.438.838.037.336.539.038.237.536.739.138.437.636.939.338.637.837.139.538.738.037.239.738.938.237.439.939.138.337.640.139.338.537.840.339.538.737.940.539.738.938.140.639.839.138.340.840.039.338.541.040.239.438.641.240.439.638.841.440.639.839.041.640.840.03
26、9.241.840.940.139.342.041.140.339.542.241.340.539.742.441.540.739.942.541.740.940.142.741.941.140.342.942.141.240.443.142.341.440.643.342.541.640.843.542.741.841.043.742.842.041.243.943.042.241.444.143.242.441.544.343.442.641.744.543.642.741.944.743.842.942.144.944.043.142.345.144.243.342.545.344.44
27、3.542.645.544.643.742.845.744.843.943.045.945.044.143.246.145.144.343.446.345.344.543.646.545.544.643.846.745.744.844.046.945.945.044.147.146.145.244.347.346.345.444.547.546.545.644.747.746.745.844.947.946.946.045.148.147.146.245.348.347.346.445.548.547.546.645.748.747.746.845.948.947.947.046.149.14
28、8.147.246.349.348.347.446.449.548.547.646.649.748.747.846.849.948.948.047.050.149.148.247.250.349.348.447.450.549.548.647.650.849.848.847.851.050.049.048.051.250.249.248.251.450.449.448.451.650.649.648.651.850.849.848.852.051.050.049.052.251.250.249.252.551.450.449.452.751.650.649.652.951.850.849.85
29、3.152.051.050.053.152.351.250.253.052.551.450.453.552.751.650.653.952.951.850.854.253.152.051.054.453.352.251.254.653.552.551.454.853.752.751.655.053.952.951.855.254.153.152.055.554.453.352.255.754.653.552.455.954.853.752.756.155.053.952.956.455.254.153.156.655.454.353.356.855.754.653.557.055.954.85
30、3.757.256.155.053.957.456.355.254.157.756.555.454.357.956.755.654.558.157.055.854.758.357.256.054.958.657.456.355.058.857.656.555.159.057.956.755.559.258.156.955.859.558.357.156.059.758.557.356.259.958.757.656.460.058.957.856.659.258.056.959.458.257.159.658.557.359.858.757.559.958.957.760.059.157.959.358.259.558.459.858.660.058.859.059.259.559.7
