回彈儀數(shù)據(jù)自動(dòng)計(jì)算表格[共3頁(yè)]

1、回彈法檢測(cè)原始記錄表 試驗(yàn)編號(hào)： 試驗(yàn)日期： 構(gòu)件名稱 澆筑日期：測(cè)面狀態(tài)：測(cè)試角度：回彈儀型號(hào)：試驗(yàn)方法： 測(cè) 區(qū) 回彈值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 項(xiàng)目 測(cè)區(qū)12345678910 回 彈 值 測(cè)區(qū)平均值23.323.523.323.523.3 角度修正值5.75.75.75.75.7 角度修正后回彈值

3、2929.22929.229 澆灌面修正值2.52.52.52.52.5 澆灌面修正后回彈值25.82625.82625.8 平均碳化深度值dm（mm）0.50.50.50.50.5 測(cè)區(qū)強(qiáng)度值fccu（MPa） #N/A#N/A#N/A#N/A#N/A 泵送混凝土測(cè)區(qū)強(qiáng)度修正值 泵送混凝土修正后測(cè)區(qū)強(qiáng)度值 強(qiáng)度計(jì)算（MPa）測(cè)區(qū)數(shù)： 10 mfccu= 23.4 Sfccu=fccumin= #N/A 混凝土強(qiáng)度錐定值： 備注： 計(jì)算日期： 年 月 日 復(fù)核： 測(cè)試： 監(jiān)理旁站： 回彈值強(qiáng)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