混凝土强度回弹检测评定自动计算表
混凝土回弹法强度自动计算表(向上非泵送)
#NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
#NUM! 10 #NUM! #NUM! #NUM! #NUM! #NUM!
16 39 39 39
碳化 值 5.0 5.0 5.0
角度 90 90 90 90 90 90 90 90 90 90
泵送 测试 混凝 面 土 侧面 侧面 侧面 侧面 侧面 侧面 侧面 侧面 侧面 侧面 否 否 否 否 否 否 否 否 否 否
2 31 31 31
3 39 39 39
4 39 39 39
5 31 31 31
6 38 38 38
8 34 34 34
9 36 36 36
10 34 34 34
11 39 39 39
12 31 31 31
13 38 38 38
14 31 31 31
ቤተ መጻሕፍቲ ባይዱ
15 32 32 32
4 5 6 7 8 9 10
4 39 39 39
5 31 31 31
6 38 38 38
8 34 34 34
9 36 36 36
10 34 34 34
11 39 39 39
12 31 31 31
13 38 38 38
14 31 31 31
15 32 32 32
10
部位
序 号 1 2 3 4 5 6 7 8 9 10
1 30 30 30
8 34 34 34
9 36 36 36
10 34 34 34
11 39 39 39
12 31 31 31
13 38 38 38
14 31 31 31
15 32 32 32
6 7 8 9 10
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
1批量自动生成)回弹法检测混凝土强度自动计算表
结论
编号
构件名称 大石坝隧道 0 地下二层A×17~20轴梁 地下二层E×17~20轴梁 地下二层P×1~4轴梁 地下一层H×4~7轴梁 地下一层A×4~7轴梁 地下一层A×8~12轴梁
#REF! #REF!
率定值 #REF! 强度统计MPa
构 件
泵送 使用步骤： 2、输入调试值至强度符合要求；
回弹法检测混凝土抗压强度结果表
混凝土回弹法 抗压强度换算值（MPa） 平均值 标准差 最小值 现龄期混 凝土强度 推定值 （MPa）测试角度 构件名 称
3、复制E~T这16列，选择性数值粘贴。（切记！！！） 碳化深度 0.5 修 测区强 泵送测区强度 构件平均 构件换算 构件换算 构件换算 未修 平均 构件推定 回弹值Ri 正 度换算 换算值 换算强度 强度标准 强度最小 强度最大 正 碳化 强 度 设计强度 后 值 值 值 修正 fccui mfccuMp 差 sfccu 深度 fcu,e 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Rm Rmi fccui( 量K a fccu ， fccu ， (Mpa) 40.7 4.3 45.0 44 49 46 49 40 38 38 46 46 42 47 42 49 43 44.2 40.4 0.5 48 50 43 43 47 38 50 50 40 39 45 43 37 45 37 45 43 42 49 39 45 41 48 47 45 49 48 45 45 44 38 48 49 39 46 48 48 45 50 41 38 40 37 39 47 42 43 45 40 40 46 38 50 37 40 42 47 47 37 46 41 47 41 50 39 46 48 42 49 48 41 45 47 44 40 43 42 44 48 44 40 45 39 40 45 39 39 50 46 40 40 43 40 49 49 45 38 39 39 49 46 41 37 49 43 41 41 50 49 37 43 44 47 40 38 37 47 50 49 39 41 42 37 49 46 39 46 39 46 47 39 42 42 40 44 40 44 50 40 38 43 47 37 43 44 48 37 39 46 42 39 44 37 43 43 41 49 40 40 47 48 41 45 42 45 49 43 45 39 45 40 47 45 47 46 42 39 43 46 45 38 49 42 39 47 47 45 48 47 40 45 41 39 39 44 39 45 47 49 41 40 47 41 46 48 49 47 39 44 42 39 37 41 38 47 47 40 50 47 42 39 41 41 43 44 47 43 41 43 42 43 48 38 40 47 44 38 40 43 38 47 47 39 50 44 40 42 41 39 41 39 38 39 40 42 48 40 39 39 37 48 49 41 42 46 39 41 39 37 48 39 49 38 46 46 42 42 40 49 45 38 44 40 39 44 40 44 37 45 40 41 44 42 45 43 43 39 49 48 48 45 41 48 49 40 50 44 38 45 49 40 42 37 48 41 42 43 43 40 49 38 40 47 50 46 50 48 39 45 44 41 38 45 45 39 42 41 46 38 45 45 47 42 39 43 49 44 37 46 46 42 46 37 39 39 46 41 42 41 47 44 47 43 46 42 49 43 40 50 43 46 37 41 44 41 49 38 50 38 45 46 44 45 38 39 47 44 49 48 40 49 45 41 50 49 42 46 43 42 43 43 50 46 45 50 50 37 48 42 47 44 43 48 40 38 45 41 40 40 46 43 45 41 48 42 40 44 47 43 39 41 49 40 47 43 38 43 48 40 40 46 46 47 48 43 44 42 39 47 41 41 44 46 44 42 40 46 38 41 48 49 39 48 40 46 43 44 41 46 39 50 47 44 49 47 48 44 46 39 38 38 44 40 37 43 38 41 49 48 45 46 43 43 45 39 43 43 41 42 47 41 47 48 37 46 42 43 45 45 41 38 44 46 47 44 39 41 41 44 43 46 39 40 45 45 43 43 43 48 45 43 40 43 37 47 46 43 48 45 37 39 43 46 48 38 44 42 43 37 46 37 37 47 42 41 48 49 38 37 44 40 39 49 45 47 43 45 47 39 43 46 44 46 39 44 43 44 45 44 45 38 46 38 48 37 41 40 47 39 37 44 42 41 42 39 44 47 40 47 44 46 47 42 40 43 46 48 38 47 39 42 38 42 42 44 43 41 44 42 42 40 46 47 45 41 39 40 40 44 50 40 44 41 48 39 49 47 42 48 43 49 48 49 38 42 42 41 48 43 50 44 49 45 39 46 47 47 37 43 45 42 46 45 38 41 44 38 50 43 43 37 45 49 46 48 48 50 44 44 40 44 41 45 37 39 49 47 43 48 38 42 43 37 49 47 48 39 43 48 38 49 49 38 46 44 40 47 42 39 38 40 46 45 46 40 45 47 37 45 46 42 48 40 49 37 45 42 49 40 43 40 46 38 42 50 38 42 49 39 45 41 40 47 42 39 38 46 45 48 38 39 46 44 38 37 39 40 41 45 50 37 46 48 37 39 42 48 45 44 49 44 46 46 49 42 44 44 47 44 47 44 43 42 49 42 47 49 37 39 47 47 39 42 39 46 46 45 46 41 44 48 43 41 38 46 38 44 44 44 45 46 41 37 50 48 39 49 47 50 45 47 48 47 47 40 39 37 49 38 39 44 38 43 47 45 41 48 42 44 39 43 49 47 38 41 43 47 40 49 42 39 44 40 47 47 49 41 43 46 41 50 44 49 39 43 44 39 44 41 46 50 46 46 48 46 37 49 45 49 46 44 44 48 48 45 46 37 49 49 44 45 41 44 49 39 38 39 37 48 42 47 40 42 48 38 41 43 43 47 44 43 39 44 48 41 41 40 43 38 47 42 40 47 44 47 48 39 46 41 44 42 39 38 44 38 43 45 49 46 48 44 47 40 47 44 39 46 39 44 38 45 42 49 50 37 41 44 41 47 49 44 43 47 40 47 40 38 39 45 39 42 45 46 43 39 38 44 46 40 46 41 40 38 50 43 49 38 38 43 42 45 50 38 46 39 48 44 45 42 48 47 43 49 40 43 47 49 46 38 47 44 45 46 40 44 45 40 43 41 49 47 46 49 50 44 45 49 41 44 44 46 39 42 41 50 40 44 46 47 39 44 49 42 43 38 39 43 47 37 41 44 45 43 42 49 40 49 46 46 40 39 40 47 44 44 43 40 47 48 39 40 44 42 47 47 42 40 40 46 48 42 46 47 42 38 48 44 42 40 46 48 44 37 43 45 47 46 43 43 37 40 44 47 39 41 48
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。
回弹法检测混凝土强度计算表
回弹法检测混凝土抗压强度应用技术手册:
《回弹法检测混凝土抗压强度应用技术手册》是2011年8月1日中国建筑工业出版社出版的图书，作者是文恒武。
本书从回弹法基本原理、应用研究过程、回弹仪的计量检定、回弹法检测混凝土强度的影响因素、回弹法测强曲线的建立、检测技术及数据处理、构件混凝土强度的计算、构件混凝土强度检测及计算举例等方面进行了剖析和论述。
内容简介:
《回弹法检测混凝土抗压强度应用技术手册》(作者文恒武)围绕最新行业标准《回弹法检测混凝土抗压强度技术规程》JGJ/T23—2011的内容展开，汇集了回弹法检测混凝土抗压强度相关领域的最新技术和最新研究成果，涵盖了回弹法检测混凝土抗压强度应用技术的各个方面。
针对实际应用的需要，在对《回弹法检测混凝土抗压强度技术规程》JGJ/T23—2011条文进行了深度阐述和解析的基础上，本书既阐明回弹法现场测试技术、数据分析技术、强度推定技术，又论述回弹仪的构造、原理、检定方法及相关检测标准等内容；既是数十年来回弹法检测混凝土抗压强度技术研究应用结果的总结，又是对现行最新的回弹法检测混凝土抗压强度相关测试和检定标准的解释和说明；既继承了回弹法检测混凝土抗压强度技术最基本和最核心的研究成果，又与时俱进，论述了当前最新的应用和发展。
本书对未列入规范、处于发展中的新技术和某些特殊条件下的检测问题的原理和方法也进行了简要介绍；对工程应用中提出的大量疑
难问题也作了简要释义，以供广大工程技术人员参考应用。
本书既是《回弹法检测混凝土抗压强度技术规程》JGJ/T23—2011的配套读本，又是回弹法检测混凝土抗压强度技术的工具书，可供设计、施工、监理、质量监督和检测等单位工程技术人员及高校土建专业师生参考使用。
非泵送测区混凝土强度换算表：。
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。
混凝土强度回弹评定计算表(2011规范碳化自动C35-C45适用)
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
30
6 7 8 9
30.7
侧面 状态 测试 角度 (ao)
10
C30
注
混凝土强度回弹法检测计算表
测区平均值 平均碳化深度值(mm） 测区强度值（Mpa） 34.4 1.5 31.1 35.4 1.5 32.9 平均值 强度计算(Mpa) 标准差 强度推定值(Mpa) 备注 测试： 施工单位自检结果： 1.0 30.7 执行标准：《回弹法检测混凝土抗压强度技术规程》JGJ/T23-2011 记录： 计算： 监理（建设）单位检查结论： 35.4 1.5 32.9 36.2 1.5 34.3 32.4 35.4 1.5 32.9 34.4 1.5 31.1 35.0 1.5 32.2 最小值 34.4 1.5 31.1 35.4 1.5 32.9 31.1 35.2 1.5 32.5
项目质量检查员：
年
月
日
专业/总监理工程师：
年
月Байду номын сангаас
日
混凝土强度回弹法检测记录表
建设单位名称： 单位工程名称： 构件名称 测 区 1 2 层 3 4 5 砼设计等 级C 1 2 3 4 5 6 7 测试单位（章）： 测试日期： 8 9 10 11 12 13 14 15 16 Rm
碳化 深度
Li(mm)
37 34 37 33 34 37 36 33 36 33 34 34 33 33 34 37 34.4 35 35 34 35 36 37 36 34 34 34 36 38 33 36 37 36 35.4 35 36 35 38 35 34 36 35 38 37 34 38 33 37 34 34 35.4 37 38 36 35 34 33 37 37 36 35 37 37 36 34 38 38 36.2 35 38 33 35 35 33 35 37 36 36 37 33 36 36 37 33 35.4 34 34 35 34 35 33 37 34 36 34 33 34 38 34 35 38 34.4 35 36 34 36 35 34 35 38 34 36 34 36 34 35 35 36 35.0 33 34 36 34 34 35 35 34 36 37 33 33 34 35 34 37 34.4 36 36 37 33 36 37 38 35 36 34 35 35 34 37 35 34 35.4 35 34 36 37 35 36 34 35 37 35 35 37 35 33 34 38 35.2
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