泵送砼回弹检测报告.xls

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1、浙 江 省 金 华 市回回弹弹法法检检测测泵泵送送混混凝凝土土强强度度抗抗压压强强度度试试验验记记录录表表委托单位：浙江金城建设有限公司测试日期：2011年7月28日工程名称：金城名座A座商住楼报告日期：2011年7月28日施工单位：浙江金城建设有限公司构件名称：32/K-D轴16层结构梁测区回 弹 值 RiR1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16Rm13236303236343430323032383636363634.023434343434343032323034303438363833.6340403834363634343630383838363

2、63836.643434363640363630363830363636384036.053630323636383838363434363836343635.864036343630363438363438363436363835.873636363638383836363836363836363836.683434303638383836343636363638363836.293638363636363036343634363836363836.0103232363636323836363836303638343435.2测试面状态侧面回弹仪检定证号混凝土强度设计等级C30计算结果 m

3、mfccu,p=37.8 MpaS Sfccu,p= 1.15Mpa测试角度0编号0208-187f fcu,p,e=m mfccu,p-1.645S Sfccu,p=金华市江南建筑材料试验所有限公司 批准： 审核： 检测：浙江省金华市回回弹弹法法构构件件混混凝凝土土强强度度计计算算表表委托单位：浙江金城建设有限公司测试日期： 2011年7月28日工程名称：金城名座A座商住楼报告日期： 2011年7月28日施工单位：浙江金城建设有限公司构件名称： 32/K-D轴16层结构梁测试面状态侧面测试角度0测区号123456789回弹值测区平均值34.033.636.636.035.835.836.63

4、6.236.0角度修正值000000000角度修正后34.033.636.636.035.835.836.636.236.0浇筑面修正值000000000浇筑面修正后34.033.636.636.035.835.836.636.236.0平均碳化深度值（mm）1.51.51.51.51.51.51.51.51.5测区强度值（Mpa）34.433.738.637.637.337.338.637.937.6测区数强度平均值（Mpa）强度标准差强度推定值（Mpa）1037.81.1535.9结论 fcu,min10Mpa,强度推定值为35.9Mpa金华市江南建筑材料试验所有限公司 批准： 审核： 检

5、测：报告编号：BGE2011000003输送方式泵送测试状态：正常碳 化深 度（mm）强度换算值fccu ni(MPa)备注1.534.41.533.71.538.61.537.61.537.31.537.31.538.61.537.91.537.61.536.3回 弹 仪 率 定 值检测前80检测后8035.6检测环境温度：30.4报告编号： BGE2011000003输送方式泵送测试状态：正常备 注1035.2035.20回回弹弹法法检检测测泵泵送送混混凝凝土土强强度度抗抗压压强强度度试试验验记记录录表表32/K-D轴16层结构梁f fcu,p,e=m mfccu,p-1.645S Sfc

6、cu,p=金华市江南建筑材料试验所有限公司 批准： 审核： 检测：32/K-D轴16层结构梁0936.0036.0035.21.536.336.01.537.6强度推定值（Mpa）35.9金华市江南建筑材料试验所有限公司 批准： 审核： 检测：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1323630323634343032303238363636361.50侧面2343434343434303232303430343836381.50侧面34040383436

7、36343436303838383636381.50侧面4343436364036363036383036363638401.50侧面5363032363638383836343436383634361.50侧面6403634363036343836343836343636381.50侧面7363636363838383636383636383636381.50侧面8343430363838383634363636363836381.50侧面9363836363636303634363436383636381.50侧面10323236363632383636383630363834341.50

8、侧面11121314151617181920平均值(MPa)标准差(MPa)最小值(MPa)推定强度(MPa)37.81.1535.635.9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强度换算值泵送砼强度修正值修正强度换算值是34.00034.034.41.736.1是33.60033.633.71.935.6是36.60036.638.60.439.0是36.00036.037.60.738.3是35.80035.837.30.838.1是35.80035.837.30.838.1是36.60036.638.60.439.0是36.20036.237.90.638.5是

9、36.00036.037.60.738.3是35.20035.236.31.137.4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）回弹法检测混凝土抗压强度计算程序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1364438413841444244464245403738421.50侧面2384640444447394448474147394742461.50侧面3354341354036424341364338424442381.50侧面4384647474044444339474241454546451.50侧

10、面5354043443743364435434337384343371.50侧面6353840353645404037423941454441391.50侧面7353541384144424342454237444237451.50侧面8353543423642383840424142393637351.50侧面9354035434439444539403936404344411.50侧面10354341373840444135444438353641401.50侧面红色区域为可编辑区域，其他区域不可动平均值(MPa)标准差(MPa)最小值(MPa)推定强度(MPa)46.33.242.341

11、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强度换算值泵送砼强度修正值修正强度换算值是41.30041.346.7046.7是44.00044.051.6051.6是40.30040.344.9044.9是44.20044.252.0052.0是40.40040.445.1045.1是39.80039.844.1044.1是41.20041.246.5046.5是38.80038.842.3042.3是40.70040.745.7045.7是39.60039.643.7043.7参数设定（只需第一行设定）红色区域为可编辑区域，其他区域不可动回弹值角度修正回弹值测试面修正Rm

12、a检 测 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

13、.3-4.3-3.7-2.72.22.73.23.7291.628-5.2-4.2-3.6-2.62.12.63.13.6301.529-5.1-4.1-3.6-2.62.12.63.13.6311.430-5.0-4.0-3.5-2.52.02.53.03.5321.331-4.9-4.0-3.5-2.52.02.53.03.5331.232-4.8-3.9-3.4-2.41.92.42.93.4341.133-4.7-3.9-3.4-2.41.92.42.93.4351.034-4.6-3.8-3.3-2.31.82.32.83.3360.935-4.5-3.8-3.3-2.31.82.3

14、2.83.3370.836-4.4-3.7-3.2-2.21.72.22.73.2380.737-4.3-3.7-3.2-2.21.72.22.73.2390.638-4.2-3.6-3.1-2.11.62.12.63.1400.539-4.1-3.6-3.1-2.11.62.12.63.1410.440-4.0-3.5-3.0-2.01.52.02.53.0420.341-4.0-3.5-3.0-2.01.52.02.53.0430.242-3.9-3.4-2.9-1.91.41.92.42.9440.143-3.9-3.4-2.9-1.91.41.92.42.945044-3.8-3.3-

15、2.8-1.81.31.82.32.846045-3.8-3.3-2.8-1.81.31.82.32.847046-3.7-3.2-2.7-1.71.21.72.22.748047-3.7-3.2-2.7-1.71.21.72.22.749048-3.6-3.1-2.6-1.61.11.62.12.650049-3.6-3.1-2.6-1.61.11.62.12.6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

16、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。测区泵送碎石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)-2.900.51.01.52.02.53.03.54.04.5-2.851.6 泵送混凝土测区混凝土强度换算值的修正值碳化强度值（mm）抗 压 强 度 值 （MPa）5.05.56.06.57.07.58.00; 0.5; 1.0

17、fcu,ic（MPa） 40.0-K（MPa）4.5-1.5; 2.0fcu,ic（MPa）30.0-K（MPa）3-注：表中未列入的fcu,ic值可用内插法求得其修正值，精确至0.1MPa。-13.0-13.16.66.5-13.213.113.0-13.313.213.1-13.413.313.213.113.0-13.513.413.313.213.1-13.613.513.413.313.213.113.013.713.613.513.413.313.213.113.813.713.613.513.413.313.214.013.813.713.613.513.413.314.113.

18、913.813.713.613.513.414.214.114.013.813.713.613.514.314.214.113.913.813.713.614.414.314.214.113.913.813.714.514.414.314.214.013.913.814.614.514.414.314.214.113.914.714.614.514.414.314.214.014.914.714.614.514.414.314.215.014.814.714.614.514.414.315.115.014.814.714.614.514.415.215.114.914.814.714.614.

19、515.315.215.114.914.814.714.615.415.315.215.014.914.814.7测区泵送碎石混凝土强度换算表测区混凝土强度换算值fccu,i（MPa）平均碳化深度值dm(mm)15.515.415.315.215.014.914.815.615.515.415.315.115.014.915.815.615.515.415.315.115.015.915.715.615.515.415.215.116.015.915.815.615.515.415.216.116.015.915.715.615.515.316.216.116.015.915.715.615.

20、516.316.216.116.015.815.715.616.516.316.216.116.015.815.716.616.416.316.216.115.915.816.716.616.416.316.216.115.916.816.716.516.416.316.216.017.016.816.716.516.416.316.117.116.916.816.616.516.416.217.217.116.916.816.616.516.417.317.217.016.916.716.616.517.417.317.217.016.916.716.617.517.417.317.117.

21、016.816.717.717.517.417.217.117.016.817.817.617.517.317.217.116.917.917.817.617.517.317.217.118.017.917.717.617.417.317.218.218.017.917.717.617.417.318.318.118.017.817.717.517.418.418.318.118.017.817.717.518.518.418.218.117.917.817.618.618.518.318.218.117.917.818.718.618.418.318.218.017.918.918.718.

22、618.418.318.118.019.018.818.718.518.418.218.119.119.018.818.718.518.418.219.219.118.918.818.618.518.319.419.219.118.918.818.618.519.519.319.219.018.918.718.619.619.519.319.219.018.918.719.719.619.419.319.119.018.819.919.719.619.419.319.119.020.019.819.719.519.419.219.120.120.019.819.719.519.319.220.

23、220.119.919.819.619.419.320.420.220.119.919.819.619.420.520.320.220.019.919.719.520.720.520.320.220.019.819.720.820.620.420.320.119.919.820.920.720.620.420.220.119.921.020.820.720.520.320.220.021.221.020.820.720.520.320.221.321.120.920.820.620.420.321.421.321.120.920.720.620.421.521.421.221.020.820.

24、720.521.721.521.321.221.020.820.721.821.621.421.321.120.920.822.021.821.621.421.321.120.922.121.921.721.521.421.221.022.222.021.921.721.521.321.222.322.122.021.821.621.421.322.522.322.121.921.821.621.422.622.422.222.021.921.721.522.722.622.422.222.021.821.722.822.722.522.322.121.921.823.022.822.622.

25、522.322.121.923.122.922.722.622.422.222.023.323.122.922.722.522.422.223.423.223.022.822.622.522.323.523.423.223.022.822.622.423.623.523.323.122.922.722.523.823.623.423.223.122.922.723.923.723.523.323.223.022.824.123.923.723.523.323.122.924.224.023.823.623.423.223.024.424.224.023.823.623.423.224.524.

26、324.123.923.723.523.324.624.424.224.023.823.623.524.724.524.324.123.923.723.624.924.724.524.324.123.923.725.024.824.624.424.224.023.825.225.024.824.624.424.224.025.325.124.924.724.524.324.125.425.225.024.824.624.424.225.525.325.124.924.724.524.325.725.525.325.124.924.724.525.825.625.425.225.024.824.

27、626.025.825.625.425.225.024.826.125.925.725.525.325.124.926.326.125.925.725.425.225.026.426.226.025.825.525.325.126.626.326.125.925.725.525.326.726.426.226.025.825.625.426.826.626.426.226.025.825.626.926.726.526.326.125.925.727.126.926.726.526.326.125.827.227.026.826.626.426.225.927.427.227.026.826.

28、526.326.127.527.327.126.926.626.426.227.727.527.227.026.826.626.427.827.627.327.126.926.726.528.027.827.527.327.126.926.728.127.927.627.427.227.026.828.328.027.827.627.427.126.928.428.127.927.727.527.227.028.628.328.127.927.627.427.228.728.428.228.027.727.527.328.828.628.428.127.927.727.528.928.728.

29、528.228.027.827.629.128.928.728.428.228.027.829.229.028.828.528.328.127.929.429.228.928.728.528.328.029.529.329.028.828.628.428.129.729.529.229.028.828.528.329.829.629.329.128.928.628.430.029.829.529.329.128.828.630.129.929.629.429.228.928.730.330.129.829.629.329.128.930.430.229.929.729.429.229.030.

30、630.330.129.929.629.429.130.730.430.230.029.729.529.230.930.630.430.129.929.729.431.030.730.530.230.029.829.531.230.930.730.430.230.029.731.331.030.830.530.330.129.831.531.231.030.730.530.230.031.631.331.130.830.630.330.131.831.531.331.030.830.530.331.931.631.431.130.930.630.432.131.831.631.331.130.

31、830.632.231.931.731.431.230.930.732.432.131.931.631.431.130.932.532.232.031.731.531.231.032.732.432.231.931.631.431.132.832.532.332.031.731.531.233.032.732.532.231.931.731.433.132.832.632.332.031.831.533.333.032.832.532.232.031.733.433.132.932.632.332.131.833.633.333.132.832.532.332.033.733.433.232.

32、932.632.432.133.933.633.433.132.832.632.334.033.733.533.232.932.732.434.233.933.733.433.132.932.634.334.033.833.533.233.032.734.534.234.033.733.433.232.934.634.334.133.833.533.333.034.834.534.334.033.733.433.234.934.634.434.133.833.533.335.134.834.634.334.033.733.535.235.034.734.434.133.833.635.435.

33、234.934.634.334.033.835.635.335.034.734.434.133.935.835.535.234.934.634.334.135.935.635.335.034.734.434.236.135.835.535.234.934.634.436.235.935.635.335.034.734.536.436.135.835.535.234.934.736.536.235.935.635.335.034.836.736.436.135.835.535.235.036.836.536.235.935.635.435.137.036.736.436.135.835.635.

34、337.136.836.536.235.935.735.437.337.036.736.436.135.935.637.437.136.836.536.336.035.737.637.337.036.736.536.235.937.837.537.236.936.636.336.038.037.737.437.136.836.536.238.137.837.537.236.936.636.338.338.037.737.437.136.836.538.438.137.837.537.236.936.638.638.338.037.737.437.136.838.738.438.137.837.

35、537.236.938.938.638.338.037.737.437.139.038.738.438.137.837.537.239.238.938.638.338.037.737.439.439.038.738.438.137.837.539.639.238.938.638.338.037.739.739.439.138.738.438.137.839.939.639.338.938.638.338.040.039.739.439.138.738.438.140.239.939.639.338.938.638.340.340.039.739.439.138.738.440.540.239.

36、939.639.338.938.640.740.340.039.739.439.138.740.940.540.239.939.639.338.941.040.740.340.039.739.439.141.240.940.540.239.939.639.341.341.040.740.340.039.739.441.541.240.940.540.239.939.641.641.341.040.740.340.039.741.841.541.240.940.540.239.942.041.641.341.040.640.340.042.241.841.541.240.840.540.242.

37、342.041.641.341.040.640.342.542.241.841.541.240.840.542.642.342.041.641.341.040.642.842.542.241.841.541.240.843.042.642.342.041.641.340.943.242.842.542.241.841.541.143.343.042.642.341.941.641.343.543.242.842.542.141.841.543.643.343.042.642.341.941.643.843.543.242.842.542.141.844.043.643.342.942.642.

38、241.944.243.843.543.142.842.442.144.344.043.643.342.942.642.244.544.243.843.543.142.842.444.744.343.943.643.242.942.644.944.544.143.843.443.142.845.044.644.343.943.643.242.945.244.844.544.143.843.443.145.345.044.644.343.943.543.245.545.244.844.544.143.743.445.745.345.044.644.243.943.545.945.545.244.

39、844.444.143.746.045.745.344.944.644.243.946.245.945.545.144.844.444.146.446.045.645.344.944.544.246.646.245.845.545.144.744.446.746.346.045.645.244.944.546.946.546.245.845.445.144.747.146.746.345.945.645.244.847.346.946.546.145.845.445.047.447.046.646.345.945.545.247.647.246.846.546.145.745.447.747.

40、447.046.646.245.945.547.947.647.246.846.446.145.748.147.747.346.946.646.245.848.347.947.547.146.846.446.048.448.147.747.346.946.546.248.648.347.947.547.146.746.448.848.448.047.647.246.946.549.048.648.247.847.447.146.749.148.848.448.047.647.246.849.349.048.648.247.847.447.049.549.148.748.347.947.547.

41、249.749.348.948.548.147.747.449.849.449.148.748.347.947.550.049.649.348.948.548.147.750.249.849.449.048.648.247.850.450.049.649.248.848.448.050.650.149.749.349.048.648.250.850.349.949.549.248.848.450.950.550.149.749.348.948.551.150.750.349.949.549.148.751.350.950.450.049.649.248.851.551.150.650.249.

42、849.449.051.651.250.850.450.049.649.251.851.451.050.650.249.849.452.051.651.150.750.349.949.552.251.851.350.950.550.149.752.351.951.551.150.750.349.952.552.151.751.350.950.550.152.752.351.951.451.050.650.252.952.552.151.651.250.850.453.152.652.251.851.451.050.653.352.852.452.051.651.250.853.453.052.

43、652.151.751.350.953.653.252.852.351.951.551.153.853.452.952.552.151.751.254.053.653.152.752.351.951.454.153.753.352.952.452.051.654.353.953.553.152.652.251.854.554.153.653.252.852.451.954.754.353.853.453.052.652.154.954.454.053.653.152.752.355.154.654.253.853.352.952.555.254.854.453.953.553.152.655.

44、455.054.654.153.753.352.855.655.254.754.353.853.453.055.855.454.954.554.053.653.256.055.555.154.654.253.853.356.255.755.354.854.454.053.556.355.955.455.054.654.153.756.556.155.655.254.854.353.956.756.355.855.454.954.554.056.956.556.055.655.154.754.257.156.656.255.755.354.854.457.356.856.455.955.555.

45、054.657.557.056.556.155.655.254.757.757.256.756.355.855.454.957.857.456.956.456.055.555.158.057.657.156.656.255.755.358.257.757.356.856.455.955.558.457.957.557.056.656.155.758.658.157.657.256.756.355.858.858.357.857.456.956.556.058.958.558.057.557.156.656.259.158.758.257.757.356.856.459.358.858.457.

46、957.457.056.559.559.058.658.157.657.256.759.759.258.758.357.857.356.959.959.458.958.558.057.557.159.659.158.658.257.757.259.859.358.858.457.957.460.059.559.058.558.157.659.759.258.758.357.859.959.458.958.458.059.659.158.658.259.859.358.858.360.059.559.058.559.659.258.759.859.458.960.059.559.159.759.

47、359.959.459.659.845.050.055.060.031.50.035.040.0-60.01.50.0 泵送混凝土测区混凝土强度换算值的修正值抗 压 强 度 值 （MPa）注：表中未列入的fcu,ic值可用内插法求得其修正值，精确至0.1MPa。浙浙 江江 省省 金金 华华 市市回回 弹弹 法法 测测 强强 报报 告告委托单位: 浙江金城建设有限公司工程名称： 金城名座A座商住楼构件部位及 构件名称 制作日期试验日期龄期(天)测区强度均方差测区最小回弹值30-31/D轴15层剪力墙2011年4月26日 2011年7月28日93/28.032/K-D轴16层结构梁2011年4月2

48、6日 2011年7月28日93/28.0计算公式：fcu,e=mfcuc-1.645Sfcuc(n=10);fcu,e=fcuc,min(n10Mpa,强度推定值为35.9Mpa报告编号：BGE2011000003输送方式泵送测试状态：正常碳 化深 度（mm）强度换算值fccu ni(MPa)备注3.534.43.533.73.538.63.537.63.537.33.537.33.538.63.537.93.537.63.536.3回 弹 仪 率 定 值检测前80检测后8035.6检测环境温度：30.4报告编号： BGE2011000003输送方式泵送测试状态：正常备 注1035.2035.

49、20回回弹弹法法检检测测泵泵送送混混凝凝土土强强度度抗抗压压强强度度试试验验记记录录表表30-31/D轴15层剪力墙f fcu,p,e=m mfccu,p-1.645S Sfccu,p=金华市江南建筑材料试验所有限公司 批准： 审核： 检测：30-31/D轴15层剪力墙0936.0036.0035.21.536.336.01.537.6强度推定值（Mpa）35.9浙 江 省 金 华 市回回弹弹法法检检测测泵泵送送混混凝凝土土强强度度抗抗压压强强度度试试验验记记录录表表委托单位：浙江金城建设有限公司测试日期：2011年7月28日工程名称：金城名座报告日期：2011年7月28日施工单位：浙江金城建

50、设有限公司构件名称：32/K-D轴16层结构梁测区回 弹 值 RiR1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16Rm13236303236343430323032383636363634.023434343434343032323034303438363833.634040383436363434363038383836363836.643434363640363630363830363636384036.053630323636383838363434363836343635.864036343630363438363438363436363835.87363