回弹仪数据自动计算表格

Sheet1 回弹法检测原始记录表 试验编号：试验日期： 构件名称 浇筑日期： 测面状态： 测试角度： 回弹仪型号： 试验方法： 测区 回弹值R 碳化深度d（mm） 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Rm 总和 最大值1 最大值2 最大值3 最小值1 最小值2 最小值3 中间值和 平均 1 20 23 23 24 24 22 21 21 25 24 25 24 26 26 24 20 23.25 0.5 372 26 26 25 20 21 21 233 23.3 2 19 24 24 28 28 27 30 22 24 18 22 14 20 25 24 24 23.31 0.5 373 30 28 28 14 18 20 235 23.5 3 20 23 23 24 24 22 21 21 25 24 25 24 26 26 24 20 23.25 0.5 372 26 26 25 20 21 21 233 23.3 4 19 24 24 28 28 27 30 22 24 18 22 14 20 25 24 24 23.31 0.5 373 30 28 28 14 18 20 235 23.5 5 20 23 23 24 24 22 21 21 25 24 25 24 26 26 24 20 23.25 0.5 372 26 26 25 20 21 21 233 23.3 6 19 24 24 28 28 27 30 22 24 18 22 14 20 25 24 24 23.31 0.5 7 20 23 23 24 24 22 21 21 25 24 25 24 26 26 24 20 23.25 0.5 30 30 28 32 32 32 32 30 32 33 32 33 32 32 28 32 8 19 24 24 28 28 27 30 22 24 18 22 14 20 25 24 24 23.31 0.5 30 32 32 34 32 33 33 36 32 34 30 32 32 30 32 32 9 20 23 23 24 24 22 21 21 25 24 25 24 26 26 24 20 23.25 0.5 10 19 24 24 28 28 27 30 22 24 18 22 14 20 25 24 24 23.31 0.5 项目测区 1 2 3 4 5 6 7 8 9 10 回弹值 测区平均值 23.3 23.5 23.3 23.5 23.3 23.3 角度修正值 5.7 5.7 5.7 5.7 5.7 23.5 角度修正后回弹值 29 29.2 29 29.2 29 23.3 浇灌面修正值 2.5 2.5 2.5 2.5 2.5 23.5 浇灌面修正后回弹值 25.8 26 25.8 26 25.8 23.3 平均碳化深度值dm（mm） 0.5 0.5 0.5 0.5 0.5 测区强度值fccu（MPa） 0 0 0 0 0 泵送混凝土测区强度修正值 泵送混凝土修正后测区强度值 强度计算（MPa） 测区数： 10 mfccu= 23.4 Sfccu= fccumin= 0 混凝土强度锥定值： 备注： 计算日期：年月日复核：测试：监理旁站：Sheet2 回弹值 强度值 20 38.0 47.8 23 23 38.1 47.9 23 38.2 48.1 38.3 48.3 38.4 48.5 38.5 48.7 38.6 48.9 38.7 49.1 38.8 49.3 38.9 49.5 39.0 49.7 39.1 49.9 39.2 50.1 39.3 50.3 39.4 50.5 39.5 50.7 39.6 51.0 39.7 51.2 39.8 51.4 39.9 51.6 40.0 51.8 40.1 52.0 40.2 52.2 40.3 52.4 40.5 52.6 40.5 52.8 40.6 53.0 40.7 53.2 40.8 53.4 40.9 53.6 41.0 53.8 41.1 54.0 41.2 54.2 41.3 54.4 41.4 54.6 41.5 54.8 41.6 55.1 41.7 55.3 41.8 55.5 41.9 55.7 42.0 55.9 42.1 56.1 42.2 56.3 42.3 56.5 42.4 56.7 42.5 56.9 42.6 57.2 42.7 57.4 42.8 57.6 42.9 57.8 43.0 58.0 43.1 58.2 43.2 58.4 43.3 58.6 43.4 58.8 43.5 59.0 43.6 59.3 43.7 59.5 43.8 59.7 43.9 59.9 44.0 60.1 44.1 60.3 44.2 60.6 44.3 60.8 44.4 61.0 44.5 61.2 44.6 61.4 44.7 61.6 44.8 61.9 44.9 62.1 45.0 62.3 45.1 62.5 45.2 62.7 45.3 62.9 45.4 63.2 45.5 63.4 45.6 63.6 45.7 63.8 45.8 64.0 45.9 64.2 46.0 64.5 46.1 64.7 46.2 64.9 46.3 65.1 46.4 65.4 46.5 65.6 46.6 65.8 46.7 66.1 46.8 66.3 46.9 66.5 47.0 66.7 47.1 66.9 47.2 67.2 47.3 67.4 47.4 67.6 47.5 67.8 47.6 68.1 47.7 68.3 47.8 68.5 47.9 68.7 48.0 69.0 48.1 69.2 48.2 69.4 48.3 69.6 48.4 69.9 48.5 70.1 48.6 70.3 48.7 70.5 48.8 70.8 48.9 71.0 49.0 71.2 49.1 71.4 49.2 71.7 49.3 71.9 49.4 72.1 49.5 71.3 49.6 72.6 49.7 72.8 49.8 73.1 49.9 73.3 50.0 73.5 50.1 73.7 50.2 74.0 50.3 74.2 50.4 74.4 50.5 74.6 50.6 74.9 50.7 75.1 50.8 75.4 50.9 75.6 51.0 75.8 51.1 76.0 51.2 76.3 51.3 76.5 51.4 76.8 51.5 77.0 51.6 77.3 51.7 77.5 51.8 77.7 51.9 77.9 52.0 78.2 52.1 78.4 52.2 78.7 52.3 78.9 52.4 79.1 52.5 79.3 52.6 79.6 52.7 79.8 52.8 80.1 52.9 80.3 53.0 80.6 53.1 80.8 53.2 81.1 53.3 81.3 53.4 81.5 53.5 81.7 53.6 82.0 53.7 82.2 53.8 82.5 53.9 82.7 54.0 83.0 54.1 83.2 54.2 83.5 54.3 83.7 54.4 84.0 54.5 84.3 54.6 84.4 54.7 84.6 54.8 84.9 54.9 85.1 55.0 85.4 55.1 85.6 55.2 85.9 55.3 86.1 55.4 86.4 55.5 86.6 55.6 86.9 55.7 87.1 55.8 87.4 55.9 87.6 56.0 87.9 56.1 88.1 56.2 88.4 56.3 88.6 56.4 88.9 56.5 89.1 56.6 89.4 56.7 89.6 56.8 89.8 56.9 90.1 57.0 90.3 57.1 90.5 57.2 90.8 57.3 90.1 57.4 91.3 57.5 91.5 57.6 91.8 57.7 92.1 57.8 92.3 57.9 92.5 58.0 58.1 58.2 58.3 58.4 58.5 58.6 58.7 58.8 58.9 59.0 59.1 59.2 59.3 59.4 59.5 59.6 59.7 59.8 59.9 60.0Sheet3