钻芯法检测混凝土强度计算表

部位直径1直径2平均直径高度高径比破坏荷载强度3F3-5/A74.0761.03183.4242.774.0751.01178.3541.574.0761.03187.6743.774.0751.01318.0474.074.0730.99208.3348.574.0761.03221.5251.574.0741.00317.0473.874.0751.01282.6765.874.0761.03303.6270.674.0761.03277.0464.474.0761.03266.2861.974.0761.03337.5778.574.0751.01262.5761.174.0751.01311.9972.674.0751.01280.1265.274.0761.03302.4270.474.0751.01307.4871.574.0751.01253.6759.074.0761.03305.4571.172.0731.0192.8122.871.5700.98106.9626.772.0721.00111.5227.494.0941.00143.3420.793.5941.01179.1726.193.5951.02192.8628.193.5951.02172.7425.293.5941.01190.827.893.5951.02179.0726.199.01001.0124031.299.01001.0124131.399.01001.0124231.599.01001.0124331.699.01001.0124431.756.458.458.659.059.460.260.362.563.163.363.765.365.567.268.8标准差3.59平均值62.1上限值57.7下限值52.9上、下限差4.832.832.833.933.933.533.535.035.032.032.036.236.234.334.336.636.635.535.534.834.836.036.033.833.835.535.536.036.034.634.639.739.738.738.735.835.835.335.333.433.437.937.937.337.333.233.237.937.931.031.036.336.337.537.539.739.741.741.734.434.427.533.127.831.530.232.227.729.830.132.538.538.534.234.233.233.230.830.834.134.130.830.832.832.834.634.633.533.533.033.031.531.532.832.832.232.230.830.835.035.0平均值34.234.5标准差3.082.61推定值29.230.2最大值41.741.7最小值27.529.8宿舍、食堂部位直径1直径2平均直径高度高径比破坏荷载强度负1F3/B-F100.01021.0218022.9负1F5/B-F100.01001.00779.8负1F7/B-F100.0990.9911815.0负1F6/F-J100.0990.99779.8负1F(1/7)/F-J100.01011.018510.8负1F7-8/F100.01011.0111514.61F8/K-L100.01031.0315720.01F10/K-L100.01011.0113717.51F11/F-H100.01001.009512.11F/13/K-L100.01001.0010313.11F12-13/H100.01011.0112115.41F13-15/H100.01011.0112515.92F9/K-L100.01001.0015720.02F11/K-L100.0980.988510.82F12/H-F99.01011.0216020.82F13/K-L99.01001.0110013.02F9-10/H100.01011.0111915.22F10-11/F100.01011.0114218.13F9/K-L100.01021.0212716.23F11/K-L100.0990.998110.33F13/K-L100.01011.0115019.13F12/F/H100.01011.01364.63F10-11/H100.01011.018110.33F8-9/F100.01011.019512.1综合楼负1F2-3/K100.01011.019712.4负1F2-3/G100.01011.0119625.0负1F2-3/C100.01021.0218623.7负1F2/H-J100.01011.019712.4负1F3/G-F100.01011.0121227.0负1F(2/2)/A-C100.01011.0114818.9负1F7/B-F100.01011.0119925.41F7/A-C100.01011.0113517.21F3/A-C100.01021.0210012.71F3/F-G100.01021.02789.91F4/K-M99.01001.01577.41F(1/6)J-K100.01021.0213116.71F2-3/C100.0990.999812.51F7-11/C100.01011.0110112.91F2-3/F100.01011.0110413.21F2-3/G100.01001.009712.41F2-3/K100.01011.0117522.32F2-3/C100.01011.0117422.22F5-7/(1/A)99.01001.0122128.72F2-3/(1/F)100.0980.9816320.82F2-3/J100.01001.0068.58.72F4-5/M100.01011.0117722.52F5/A-C100.01011.0116821.42F3/D-E100.01011.0117422.22F2/G-H100.01011.0115219.42F3/K-M100.0990.998210.42F(1/6)/K-M100.01011.0121026.8A/4-5100.0990.9917922.83F11-12/C100.01021.028010.23F2-3/E100.01011.018510.83F2-3/K99.01011.0220927.23F6-9/K100.01011.018611.02F(1/2)/A-C98.01001.0218824.92F7/A-C100.01011.0118723.81F3/F-G100.01001.0010213.03F3/K-M100.01011.0116621.13F6/K-M100.01001.009412.0