回弹仪数据自动计算表格[共3页]

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）12345678910111213141516 Rm 12023232424222121252425242626242023.250.5 21924242828273022241822142025242423.310.5 32023232424222121252425242626242023.250.5 41924242828273022241822142025242423.310.5 5202323242422212125242524262624

2、2023.250.5 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

3、2929.22929.229 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： 10 mfccu= 23.4 Sfccu=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 38.5

4、48.7 38.648.9 38.749.1 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、5 41.955.7 42.055.9 42.156.1 42.256.3 42.356.5 42.456.7 42.556.9 42.657.2 42.757.4 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 4

6、5.262.7 45.362.9 45.463.2 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 47.467.6 47.567.8 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 48.5

7、70.1 48.670.3 48.770.5 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.

8、7 51.977.9 52.078.2 52.178.4 52.278.7 52.378.9 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 55.486.4 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 57.090.3 57.190.5 57.290.8 57.390.1 57.491.3 57.591.5 57.691.8 57.7