1、1 2 3 4 5 6 7 8 9 10 测区数： 10mfccu=Sfccu=fccumin=23.4#N/A 计算日期： 年 月 日 复核： 测试： 监理旁站： 0.5 回弹法检测原始记录表 试验编号： 试验日期： 23.31 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 备注： 23.25 23.31 23.25 25.8 0.5 #N/A 23.3 5.7 29 2.5 0.5 #N/A 23.5 5.7 29.2 2.5 2625.8 0.5 #N/A 23.3 5.7 29 2.5 26 0.5 #N/A 23.5 5.7 29.2 2.5 25.8 0.
2、5 #N/A 23.3 5.7 29 2.5 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） 混凝土强度锥定值： 浇灌面修正后回弹值 回 弹 值 平均碳化深度值dm（mm） 测区强度值fccu（MPa） 测区平均值 角度修正值 角度修正后回弹值 浇灌面修正值 8910 碳化深度d （mm） 23.31 23.25 23.31 23.25 23.31 23.25 4567项目 测区123 20252424 26262420 20252424 26262420 20252424 26262420 20252424 26262420 20252424 26262420 22
3、14 2121 30222418 2524 2524 2214 2524 30222418 21212524 2214 2121 30222418 2524 2524 2214 2524 30222418 21212524 2524 302224182214 21212524 242422 22 282827 22 282827 22 282827 282827 22 282827 23 24 2424 2424 2424 2424 23 24 23 24 23 24 23 24 23 24 20 19 23 24 23 24 23 24 23 24 20 19 20 19 20 19 20
4、19 1516Rm 回弹值R 11121314789103456 测 区 构件名称 12 浇筑日期：测面状态：测试角度：回弹仪型号：试验方法： 30323230323332 30333336323430 3332322832 3230323232 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 38.749.1 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.
5、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 42.055.9 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 4
6、3.258.4 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 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 46.5
7、65.6 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 48.570.1 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.
8、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 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 5
9、3.281.1 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 57.792.1 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 60.0 20 2323 23
