回弹计算表(输值自动计算).xls
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1、JGJ/T232011混混凝凝土土回回弹弹测测试试记记录录表表单位工程仁新高速TJ1标项目部构件名称梁设计强度C30施工单位安徽省公路桥梁工程有限公司浇筑日期2016年7月9日测试日期2016年8月6日监理单位深圳高级顾问工程有限公司测试面状态侧面、表面、底面、风面、潮湿、光洁、粗糙回弹仪型号2.207J回弹仪编号1323率定值802测试角度水平、向上、向下构 件测区R1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16有效均值 (N)碳化深度 (mm)推算强度 (Mpa) 14446434444423544414343404239414242.5047.0242404
2、23941394340393736374041404140.0041.634041393736374041403638364243454339.5040.644543403638364243424042394139434040.8043.354340424042394139434042404239413940.7043.164041404139373637404140413937363739.0039.574243454340363836424345434036383640.5042.684140394045393939414039404539393939.6040.8943394243423
3、84038433942434238403840.7043.1104239413943404240423941394340424040.7043.1平均强度( MPa)42.4标准差(Mpa)2.05变异系数0.0最小值( Mpa)39.5强度推定 值(MPa)39.1施工单符合回弹法检测混凝土抗压强度技术规程JGJ/T23- 2011要求,强度推算值合格。监理单位意见项目技术负责人: 2012年 月 日2016年8月6日位意见监理工程师: 2012年 月 日混混凝凝土土回回弹弹测测试试记记录录表表项目名称: 监理单位:施工单位: 合 同 段: 第 页 共 页单项工程测试角度水平、向上、向下设计
4、强度C30构件名称测试面状态 侧面、表面、底面、风面、潮湿、光洁、粗糙回弹仪型号ZC3-A回弹仪编号116率定值802测试单位测试日期测区R1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16有效均值 (N)碳化深度 (mm)推算强度 (Mpa) 12345678910平均推算强度 (MPa)标准差(M pa)变异系数最小值(Mpa )自检意见监理意见试验复核试验主管监理JGJ/T232001混混凝凝土土回回弹弹法法测测试试记记录录表表建设单位名称: 测试单位:(公章)单位工程名称: 测试日期: 年 月 日编 号回 弹 值 Ri碳化深度构件测 区R1R2R3R4R5R6
5、R7R8R9R10 R11 R12 R13 R14 R15 R16Rmdi(mm)1H-F轴梁13937383535403240403932364140364238.036.40.51C-B轴梁24132423637403238373538393435414137.635.60.51-3A轴梁33842423439423437334239323833334037.435.20.58A-B轴梁43532353635424236353333393636393535.832.30.58C-D轴梁53834343832374134403635423838363336.433.40.511-12E轴梁6
6、3839424132374236393737373536343237.134.60.517E-G轴梁73442323636373337343837334239373636.233.00.59-10G轴梁83333333333333333333333333333333333.027.40.54-5H轴梁93333333333333333333333333333333333.027.40.53-6C轴梁103333333333333333333333333333333333.027.40.5测面状态侧面、表面、底面、干、潮湿回型 号ZC3-A回弹仪检定证号测试角度(o) 水平、向上、向下弹编 号1
7、16测试人员资格 证号仪率定值802强度计算(Mpa)强度推定值(MPa)标准差3.58最小值27.4平均值32.326.4测试单位负责人:测试:记录:计算:第页c 畣f平均回测区混凝土强度换算值 (MPa)弹值平均碳化深度值 dm(mm)Rm0.00.51.01.52.02.53.03.54.04.55.05.56 20.010.310.10.00.00.00.00.00.00.00.00.00.00.0 20.110.410.20.00.00.00.00.00.00.00.00.00.00.0 20.210.510.310.00.00.00.00.00.00.00.00.00.00.0 2
8、0.310.610.410.10.00.00.00.00.00.00.00.00.00.0 20.410.710.510.20.00.00.00.00.00.00.00.00.00.0 20.510.910.710.30.00.00.00.00.00.00.00.00.00.0 20.611.010.810.410.10.00.00.00.00.00.00.00.00.0 20.711.110.910.510.20.00.00.00.00.00.00.00.00.0 20.811.211.010.610.30.00.00.00.00.00.00.00.00.0 20.911.311.110.7
9、10.40.00.00.00.00.00.00.00.00.0 21.011.411.210.810.510.00.00.00.00.00.00.00.00.0 21.111.511.310.910.610.10.00.00.00.00.00.00.00.0 21.211.611.411.010.710.20.00.00.00.00.00.00.00.0 21.311.711.511.110.810.30.00.00.00.00.00.00.00.0 21.411.811.611.210.910.410.00.00.00.00.00.00.00.0 21.511.911.711.311.010
10、.510.10.00.00.00.00.00.00.0 21.612.011.811.411.010.610.20.00.00.00.00.00.00.0 21.712.212.011.611.210.710.40.00.00.00.00.00.00.0 21.812.312.111.711.310.810.510.10.00.00.00.00.00.0 21.912.412.211.811.410.910.610.20.00.00.00.00.00.0 22.012.512.211.911.511.010.610.20.00.00.00.00.00.0 22.112.612.312.011.
11、611.110.710.30.00.00.00.00.00.0 22.212.712.412.111.711.210.810.410.00.00.00.00.00.0 22.312.912.612.311.911.310.910.610.20.00.00.00.00.0 22.413.012.712.412.011.411.010.710.310.00.00.00.00.0 22.513.112.812.512.111.511.110.810.410.10.00.00.00.0 22.613.212.912.512.111.611.210.810.410.20.00.00.00.0 22.71
12、3.313.012.612.211.711.310.910.510.30.00.00.00.0 22.813.413.112.712.311.811.411.010.610.30.00.00.00.0 22.913.613.312.912.512.011.511.110.710.40.00.00.00.0 23.013.713.413.012.612.111.611.210.810.510.10.00.00.0 23.113.813.513.112.712.211.711.310.910.610.20.00.00.0 23.213.913.613.212.812.211.811.411.010
13、.710.310.00.00.0 23.314.013.713.312.912.311.911.511.110.810.410.10.00.0 23.414.113.813.413.012.412.011.611.210.910.410.20.00.0 23.514.314.013.613.112.612.111.711.311.010.610.30.00.0 23.614.414.113.713.212.712.211.811.411.110.710.410.10.0 23.714.514.213.813.312.812.311.911.511.210.810.510.20.0 23.814
14、.614.313.913.412.812.412.011.511.210.810.510.20.0 23.914.814.514.113.613.012.612.111.711.410.910.610.30.0 24.014.914.614.213.713.112.712.211.811.511.010.710.410.1 24.115.014.714.313.813.212.812.311.911.611.110.810.510.2 24.215.114.814.313.913.312.812.411.911.611.210.910.610.3 24.315.315.014.514.113.
15、513.012.512.111.811.311.010.710.4 24.415.415.114.614.213.613.112.612.211.911.411.110.810.4 24.515.515.214.714.313.713.212.712.312.011.511.210.910.5 24.615.615.314.814.413.713.312.812.312.011.511.210.910.6平均回测区混凝土强度换算值 (MPa)弹值平均碳化深度值 dm(mm)Rm0.00.51.01.52.02.53.03.54.04.55.05.56 24.715.815.515.014.51
16、3.913.412.912.512.111.711.311.010.7 24.815.915.615.114.614.013.513.012.612.211.811.411.110.7 24.916.115.815.314.814.213.713.212.712.311.911.611.210.8 25.016.215.915.414.914.313.813.312.812.312.011.711.310.9 25.116.316.015.515.014.413.913.412.912.512.111.811.411.0 25.216.416.115.615.114.413.913.413.0
17、12.612.111.811.511.0 25.316.616.315.815.314.614.113.613.112.712.311.911.611.1 25.416.716.415.915.414.714.213.713.212.812.412.011.711.2 25.516.816.516.015.614.814.313.813.312.912.512.111.811.3 25.616.916.616.115.714.914.413.913.413.012.512.211.811.3 25.717.116.816.215.815.014.514.013.513.112.612.311.
18、911.4 25.817.216.916.315.815.114.614.113.613.212.712.412.011.5 25.917.417.116.516.015.314.814.313.713.312.912.512.111.6 26.017.517.216.616.115.414.914.413.813.413.012.612.211.6 26.117.717.316.816.315.615.014.513.913.513.112.712.311.7 26.217.817.416.916.415.715.114.614.013.613.212.812.411.8 26.317.91
19、7.517.016.515.815.214.714.113.713.312.912.511.9 26.418.017.617.116.615.815.314.814.213.813.313.012.612.0 26.518.217.817.316.716.015.514.914.313.913.413.112.712.1 26.618.317.917.416.816.115.615.014.414.013.513.212.812.1 26.718.518.117.617.016.315.715.214.514.113.713.312.912.2 26.818.618.217.717.116.4
20、15.815.314.614.213.813.412.912.3 26.918.818.417.917.316.516.015.414.714.313.913.513.012.4 27.018.918.518.017.416.616.115.514.814.414.013.613.112.4 27.119.018.618.117.516.716.215.614.914.514.113.713.212.5 27.219.118.718.117.616.816.215.715.014.614.113.813.312.6 27.319.318.918.317.716.916.315.815.114.
21、714.213.913.412.7 27.419.419.018.417.817.016.415.915.214.814.314.013.412.7 27.519.619.218.617.917.116.516.015.314.914.414.113.512.8 27.619.719.318.718.017.216.616.115.415.014.514.113.612.9 27.719.919.518.918.117.316.716.215.515.114.614.213.713.0 27.820.019.619.018.217.416.816.315.615.214.714.213.713
22、.0 27.920.219.719.118.317.516.916.415.715.314.814.313.813.1 28.020.319.719.218.417.617.016.515.815.414.814.413.913.2 28.120.519.919.418.517.717.116.615.915.514.914.514.013.3 28.220.620.019.518.617.817.216.716.015.615.014.614.013.3 28.320.820.219.618.717.917.316.816.115.715.114.714.113.4 28.420.920.3
23、19.718.818.017.416.916.215.815.214.814.213.5 28.521.120.519.919.018.117.517.016.315.915.314.914.313.6 28.621.220.620.019.118.217.617.116.416.015.415.014.313.6 28.721.420.820.119.318.417.717.216.516.115.515.114.413.7 28.821.520.920.219.418.517.817.316.616.215.615.214.513.8 28.921.721.020.419.518.618.
24、017.416.716.315.715.314.613.9 29.021.821.120.519.618.718.117.516.816.415.815.414.613.9 29.122.021.320.719.818.918.217.616.916.515.915.514.714.0 29.222.121.420.819.919.018.317.717.016.616.015.614.814.1 29.322.321.621.020.119.218.517.817.116.716.115.714.914.2平均回测区混凝土强度换算值 (MPa)弹值平均碳化深度值 dm(mm)Rm0.00.5
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