回弹仪数据自动计算表格.xls

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1、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）12345678910111213141516Rm12023232424222121252425242626242023.250.5 21924242828273022241822142025242423.310.5 32023232424222121252425242626242023.250.5 41924242828273022241822142025242423.310.5 52023232424222121252425242626242023.2

2、50.5 61924242828273022241822142025242423.310.5 72023232424222121252425242626242023.250.5 81924242828273022241822142025242423.310.5 92023232424222121252425242626242023.250.5 101924242828273022241822142025242423.310.5项目 测区12345678910回 弹 值测区平均值23.323.523.323.523.3 角度修正值5.75.75.75.75.7 角度修正后回弹值2929.2292

3、9.229 浇灌面修正值2.52.52.52.52.5 浇灌面修正后回弹值25.82625.82625.8 平均碳化深度值dm（mm）0.50.50.50.50.5 测区强度值fccu（MPa）#N/A#N/A#N/A#N/A#N/A 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： 10mfccu=23.4Sfccu=fccumin=#N/A 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：回弹值强度值 38.047.8 38.147.9 38.248.1 38.348.3 38.448.5 38.548.7 38.648.9 38.

4、749.1 38.849.3 38.949.5 39.049.7 39.149.9 39.250.1 39.350.3 39.450.5 39.550.7 39.651.0 39.751.2 39.851.4 39.951.6 40.051.8 40.152.0 40.252.2 40.352.4 40.552.6 40.552.8 40.653.0 40.753.2 40.853.4 40.953.6 41.053.8 41.154.0 41.254.2 41.354.4 41.454.6 41.554.8 41.655.1 41.755.3 41.855.5 41.955.7 42.055

5、.9 42.156.1 42.256.3 42.356.5 42.456.7 42.556.9 42.657.242.757.4 42.857.6 42.957.8 43.058.0 43.158.2 43.258.4 43.358.6 43.458.8 43.559.0 43.659.3 43.759.5 43.859.7 43.959.9 44.060.1 44.160.3 44.260.6 44.360.8 44.461.0 44.561.2 44.661.4 44.761.6 44.861.9 44.962.1 45.062.3 45.162.5 45.262.7 45.362.9 4

6、5.463.2 45.563.4 45.663.6 45.763.8 45.864.0 45.964.2 46.064.5 46.164.7 46.264.9 46.365.1 46.465.4 46.565.6 46.665.8 46.766.1 46.866.3 46.966.5 47.066.7 47.166.9 47.267.2 47.367.4 47.467.647.567.8 47.668.1 47.768.3 47.868.5 47.968.7 48.069.0 48.169.2 48.269.4 48.369.6 48.469.9 48.570.1 48.670.3 48.77

7、0.5 48.870.8 48.971.0 49.071.2 49.171.4 49.271.7 49.371.9 49.472.1 49.571.3 49.672.6 49.772.8 49.873.1 49.973.3 50.073.5 50.173.7 50.274.0 50.374.2 50.474.4 50.574.6 50.674.9 50.775.1 50.875.4 50.975.6 51.075.8 51.176.0 51.276.3 51.376.5 51.476.8 51.577.0 51.677.3 51.777.5 51.877.7 51.977.9 52.078.2

8、 52.178.4 52.278.752.378.9 52.479.1 52.579.3 52.679.6 52.779.8 52.880.1 52.980.3 53.080.6 53.180.8 53.281.1 53.381.3 53.481.5 53.581.7 53.682.0 53.782.2 53.882.5 53.982.7 54.083.0 54.183.2 54.283.5 54.383.7 54.484.0 54.584.3 54.684.4 54.784.6 54.884.9 54.985.1 55.085.4 55.185.6 55.285.9 55.386.1 55.

9、486.4 55.586.6 55.686.9 55.787.1 55.887.4 55.987.6 56.087.9 56.188.1 56.288.4 56.388.6 56.488.9 56.589.1 56.689.4 56.789.6 56.889.8 56.990.1 57.090.357.190.5 57.290.8 57.390.1 57.491.3 57.591.5 57.691.8 57.792.1 57.892.3 57.992.5 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 60.020 2323 23