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回弹法检测混凝土强度计算表(自动计算)

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123456789101112131415143434343434343434343243434343434343434343344444444444444444444420202020202020202020527272727272727272727631313131313131313131730303030303030303030842424242424242424242936363636363636363636103740444242424242424211424242424242424242421228282828282828282828132020202020202020202014204045353535353535351537373737373737373737164141414141414141414135.136.737.336.436.436.436.436.436.436.435.136.737.336.436.436.436.436.436.436.400000000000000035.136.737.336.436.436.436.436.436.436.400000000000000035.136.737.336.436.436.436.436.436.436.42.02.02.02.02.02.02.02.02.02.026.929.430.428.928.928.928.928.928.928.9记录： 备 注强度推定值=强度平均值-1.645*强度标准差+泵送砼修正值 检测： 复核： 审核：构件情况回 弹 值测 点 读 数回弹仪

检测结果强度标准差 强度推定值（MPa）+3.028.926.90.8530.5测区混凝土强度换算值（MPa）泵送砼修正值强度平均值(MPa)最小测区强度值（MPa）平均碳化深度值(mm)2.0碳化深度平均值计算碳化深度1碳化深度2碳化深度3角度修正后浇筑面修正值浇筑面修正后每测区碳化深度(mm)平均碳化深度值(mm)2.0测 区 编 号

测区平均值测区平均值 检测角度水平方向角度修正值设计强度等级C30测面状态 率定值80±2龄 期99 天干燥、平整、无污染检定编号FV9第2005102315号编 号混凝土种类型号ZC3-A部 位结构墙体泵送混凝土管理编号0150试验依据、标准JGJ/T 23-2001工程部位 混凝土浇筑日期2012年10月11日检测日期2013年1月20日回弹法混凝土抗压强度检测记录表工程名称：监理单位：施工单位：

合集下载

混凝土回弹强度自动计算EXCEL表

混凝土回弹强度自动计算EXCEL表

14040404048403946544044393930423040.4侧面0.000°00.5/44.2

24236403842403840424240443844424040.6侧面0.000°00.5/44.6

34246444048444042425450424052464444.0侧面0.000°00.5/52.2

43838363840383636384036343642364037.4侧面0.000°00.5/38.1

54038423640404038384042364038384039.2侧面0.000°00.5/41.7

63840454242504642403642384242404441.6侧面0.000°00.5/46.8

74440465046484040424042384042403841.6侧面0.000°00.5/46.8

83640403842444236384240423836404039.8侧面0.000°00.5/42.9

94040425244404644384242404442384041.6侧面0.000°00.5/46.8

103840404442483638404240404042384040.2侧面0.000°00.5/43.8检测角度修正值碳化深度（mm）普通混凝土修正后测区强度值（MPa）泵送混凝土修正后测区强度值（MPa）1516Rm检测面检测面修正值检测角度10111213

回弹仪14456789

构件浇筑日期率定值81测试： 复核： 测区编号测区位置123

测面状态侧面、表面、底面、干燥、潮湿、光洁、粗糙型号

测试角度水平、向上、向下编号强度换算平均值（MPa）44.8强度换算标准差3.75构件强度推定值（MPa）38.6构件混凝土类型泵送混凝土试验单位工程名称地下综合馆工程工程部位地下室试验日期混凝土回弹法检测强度记录表

检测依据 JGJ/T23-2011检测仪器委托单号

回弹法检测强度计算表(请复制后使用)

回弹法检测强度计算表(请复制后使用)

值RM0.00.51.01.52.02.53.03.54.04.55.05.56.020.010.310.1-----------20.210.510.310.0----------20.410.710.510.2----------20.611.010.810.410.1---------20.811.211.010.610.3---------21.011.411.210.810.510.0--------21.211.611.411.010.710.2--------21.411.811.611.210.910.410.0-------21.612.011.811.411.010.610.2-------21.812.312.111.711.310.810.510.1------22.012.512.211.911.511.010.610.2------22.212.712.412.111.711.210.810.410.0-----22.413.012.712.412.011.411.010.710.310.0----22.613.212.912.512.111.611.210.810.410.2----22.813.413.112.712.311.811.411.010.610.3----23.013.713.413.012.612.111.611.210.810.510.1---23.213.913.613.212.812.211.811.411.010.710.310.0--23.414.113.813.413.012.412.011.611.210.910.410.2--23.614.414.113.713.212.712.211.811.411.110.710.410.1-23.814.614.313.913.412.812.412.011.511.210.810.510.2-24.014.914.614.213.713.112.712.211.811.511.010.710.410.124.215.114.814.313.913.312.812.411.911.611.210.910.610.324.415.415.114.614.213.613.112.612.211.911.411.110.810.424.615.615.314.814.413.713.312.812.312.011.511.210.910.624.815.915.615.114.614.013.513.012.612.211.811.411.110.725.016.215.915.414.914.313.813.312.812.512.011.711.310.925.216.416.115.615.114.413.913.413.012.612.111.811.511.025.416.716.415.915.414.714.213.713.212.912.412.011.711.225.616.916.616.115.714.914.413.913.413.012.512.211.811.325.817.216.916.315.815.114.614.113.613.212.712.412.011.526.017.517.216.616.115.414.914.413.813.513.012.612.211.626.217.817.416.916.415.715.114.614.013.713.212.812.411.826.418.017.617.116.615.815.314.814.213.913.313.012.612.026.618.317.917.416.816.115.615.014.414.113.513.212.812.126.818.618.217.717.116.415.815.314.614.313.813.412.912.327.018.918.518.017.416.616.115.514.814.614.013.613.112.427.219.118.718.117.616.816.215.715.014.714.113.813.312.627.419.419.018.417.817.016.415.915.214.914.314.013.412.727.619.719.318.718.017.216.616.115.415.114.514.113.612.927.820.019.619.018.217.416.816.315.615.314.714.213.713.028.020.319.719.218.417.617.016.515.815.414.814.413.913.228.220.620.019.518.617.817.216.716.015.615.014.614.013.328.420.920.319.718.818.017.416.916.215.815.214.814.213.528.621.220.620.019.118.217.617.116.416.015.415.014.313.628.821.520.920.219.418.517.817.316.616.215.615.214.513.829.021.821.120.519.618.718.117.516.816.415.815.414.613.929.222.121.420.819.919.018.317.717.016.616.015.614.814.129.422.421.721.120.219.318.617.917.216.816.215.815.014.229.622.722.021.320.419.518.818.217.517.016.416.015.114.429.823.022.321.620.719.819.118.417.717.216.616.215.314.530.023.322.621.921.020.019.318.617.917.416.816.415.414.7平均回弹测区混凝土强度换算值fccu i(Mpa)平均炭化深度dm(mm)回弹强度换算表30.223.622.922.221.220.319.618.918.217.617.016.615.614.930.423.923.222.521.520.619.819.118.417.817.216.815.815.130.624.323.622.821.920.920.219.418.718.017.517.016.015.230.824.623.923.122.121.220.419.718.918.217.717.216.215.431.024.924.223.422.421.420.719.919.218.417.917.416.415.531.225.224.423.722.721.720.920.219.418.618.117.616.615.731.425.624.824.123.022.021.220.519.718.918.417.816.915.831.625.925.124.323.322.321.520.719.919.218.618.017.116.031.826.225.424.623.622.521.721.020.219.418.918.217.316.232.026.525.724.923.922.822.021.220.419.619.118.417.516.432.226.926.125.324.223.122.321.520.719.919.418.617.716.632.427.226.425.624.523.422.621.820.920.119.618.817.916.832.627.626.825.924.823.722.922.121.320.419.919.018.117.032.827.927.126.225.124.023.222.321.520.620.119.218.317.233.028.227.426.525.424.323.422.621.720.920.319.418.517.433.228.627.726.825.724.623.722.922.021.220.519.618.717.633.428.928.027.126.024.924.023.122.321.420.719.818.917.833.629.328.427.426.425.224.223.322.621.720.920.019.118.033.829.628.727.726.625.424.423.522.821.921.120.219.318.234.030.029.128.026.825.624.623.723.022.121.320.419.518.334.230.329.428.327.025.824.823.923.222.321.520.619.718.434.430.729.828.627.226.025.024.123.422.521.720.819.818.634.631.130.228.927.426.225.224.323.622.721.921.020.018.834.831.430.529.227.626.425.424.523.822.922.121.220.219.035.031.830.829.628.026.725.824.824.023.222.321.420.419.235.232.131.129.928.227.026.025.024.223.422.521.620.619.435.432.531.530.228.627.326.325.424.423.722.821.820.819.635.632.931.930.629.027.626.625.724.724.023.022.021.019.835.833.332.331.029.328.027.026.025.024.323.322.221.220.036.033.632.631.229.628.227.226.225.224.523.522.421.420.236.234.033.031.629.928.627.526.525.524.823.822.621.620.436.434.433.432.030.328.927.926.825.825.124.122.821.820.636.634.833.832.430.629.228.227.126.125.424.423.022.020.936.835.234.132.731.029.628.527.526.425.724.623.222.221.137.035.534.433.031.229.828.827.726.625.924.823.422.421.337.235.934.833.431.630.229.128.026.926.225.123.722.621.537.436.335.233.831.930.529.428.327.226.525.424.022.921.837.636.735.634.132.330.829.728.627.526.825.724.223.122.037.837.136.034.532.631.230.028.927.827.126.024.523.422.338.037.536.434.933.031.530.329.228.127.426.224.823.622.538.237.936.835.233.431.830.629.528.427.726.525.023.922.738.438.337.235.633.732.130.929.828.728.026.825.324.123.038.638.737.536.034.132.431.230.129.028.327.025.524.423.238.839.137.936.434.432.731.530.429.328.527.225.824.623.539.039.538.236.734.733.031.830.629.628.827.426.024.823.739.239.938.537.035.033.332.130.829.829.027.626.225.024.039.440.338.837.335.333.632.431.030.029.227.826.425.224.239.640.739.137.635.633.932.731.230.229.428.026.625.424.439.841.239.638.035.934.233.031.430.529.728.226.825.624.740.041.639.938.336.234.533.331.730.830.028.427.025.825.040.242.040.338.636.534.833.632.031.130.228.627.326.025.240.442.440.739.036.935.133.932.331.430.528.827.626.225.440.642.841.139.437.235.434.232.631.730.829.127.826.525.740.843.341.639.837.735.734.532.932.031.229.428.126.826.041.043.742.040.238.036.034.833.232.331.529.728.427.126.241.244.142.340.638.436.335.133.532.631.830.028.727.326.5

回弹法检测混凝土抗压强度报告

回弹法检测混凝土抗压强度报告

回弹法检测混凝土抗压强度报告

报告编号： 报告日期： 年 月 日 编号：

混凝土生产单位 委托单位

输送方式 设计单位

监理单位 建设单位

工程名称 结构或构件名称

施工日期 检测原因

检测环境 检测依据

回弹仪生产厂 回弹仪编号

检测日期 回弹仪检定证号

检 测 结 果

构件 混凝土抗压强度换算值（MPa） 现龄期混凝土强度推定值（MPa） 备注

名称 编号 平均值 标准差 最小值

结论：

检验人： 审核人： 负责人： 检验单位：（公章）

见证取样人及编号：

检验人上岗证书号：

混凝土回弹试验强度计算表.

混凝土回弹试验强度计算表.

回 弹 法 检 测 原 始 记 录 表

工程名称： 第 页 共 页

编 号 回 弹 值 Ri 碳化深度

di（㎜） 构 件 测区 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Rm

1

2

3

4

5

6

7

8

9

10

测 面 状 态 侧面、表面、底面、干、潮湿 回弹仪 型号： 回弹仪检定证号： 编号：

测试角度а 水平、向上、向下 率定值： 测试人员资格证号：

测试： 记录： 计算： 测试日期： 年 月 日

构 件 混 凝 土 强 度 计 算 表

工程名称：

构件名称及编号： 第 页 共 页 表

项 测

目 区 1 2 3 4 5 6 7 8 9 10

回弹值 测区平均值

角度修正值