碳化回弹法检测混凝土强度自动计算表

20.0 20.3 20.6 20.9 21.2 21.5 21.8 22.1 22.4 22.7 23.0 23.3 23.6 23.9 24.2 24.5 24.8 25.1 25.4 25.7 26.1 26.4 26.7 27.0 27.4 27.7 28.0 28.4 28.7 29.0 29.4 29.7 30.1 30.4 30.7 31.1 31.4 31.8 32.2 32.5 32.9 33.2 33.6
10.0 5.0
15
20
25
30
平均回弹值
34.0 34.4 34.8 35.2 35.5 35.9 36.3 36.7 37.0 37.4 37.8 38.2 38.6 39.0 39.4 39.8 40.2 40.6 41.0 41.4 41.8 42.2 42.6 43.0 43.4 43.8 44.2 44.6 45.1 45.5 45.9 46.3 46.8 47.2 47.6 48.1 48.5 48.9
回归公式 0mm碳化 计算结果 强度换算
0.5mm碳化 平均 回弹值Rm 强度换算
测区混凝土强度换算fccu,i(MPa)
10.2 10.4 10.6 10.8 11.0 11.2 11.4 11.6 11.9 12.1 12.3 12.5 12.7 13.0 13.2 13.4 13.7 13.9 14.1 14.4 14.6 14.8 15.1 15.3 15.6 15.8 16.1 16.3 16.6 16.9 17.1 17.4 17.6 17.9 18.2 18.4 18.7 19.0 19.3 19.5 19.8
34.1 34.4 34.8 35.2 35.6 36 36.4 36.8 37.2 37.5 37.9 38.2 38.5 38.8 39.1 39.6 39.9 40.3 40.7 41.1 41.6 42 42.3 42.7 43.2 43.6 44.1 44.4 44.8 45.3 45.7 46.2 46.6 47 47.4 47.9 48.4 48.8 49.2 49.6 50.1 50.6 51.1
dm=0.5mm对应fccu,i值之间的关系
35
40
45
50
55
平均回弹值Rm
dm=0.5mm对应fccu,i值之间的关系
y = 0.027x1.980 R² = 1
35
平均回弹值Rm
40
45
50
55
dm=0mm对应fccu,i值之间的关系
0.025x2.010 R² = 1
30
35
40
45
50
20.6 20.9 21.2 21.5 21.8 22.1 22.4 22.7 23.0 23.3 23.6 23.9 24.3 24.6 24.9 25.2 25.6 25.9 26.2 26.5 26.9 27.2 27.6 27.9 28.2 28.6 28.9 29.3 29.6 30.0 30.3 30.7 31.1 31.4 31.8 32.1 32.5 32.9 33.3 33.6 34.0 34.4 34.8
平均回弹值Rm
20 20.2 20.4 20.6 20.8 21 21.2 21.4 21.6 21.8 22 22.2 22.4 22.6 22.8 23 23.2 23.4 23.6 23.8 24 24.2 24.4 24.6 24.8 25 25.2 25.4 25.6 25.8 26 26.2 26.4 26.6 26.8 27 27.2 27.4 27.6 27.8 28
10.2 10.4 10.6 10.8 11.0 11.2 11.4 11.6 11.8 12.0 12.3 12.5 12.7 12.9 13.2 13.4 13.6 13.9 14.1 14.3 14.6 14.8 15.1 15.3 15.5 15.8 16.0 16.3 16.6 16.8 17.1 17.3 17.6 17.9 18.1 18.4 18.7 18.9 19.2 19.5 19.8
34.0 34.3 34.7 35.1 35.4 35.8 36.2 36.6 36.9 37.3 37.7 38.1 38.5 38.9 39.3 39.7 40.0 40.4 40.8 41.2 41.6 42.1 42.5 42.9 43.3 43.7 44.1 44.5 44.9 45.4 45.8 46.2 46.6 47.1 47.5 47.9 48.4 48.8
10.1 10.3 10.5 10.8 11 11.2 11.4 11.6 11.8 12.1 12.2 12.4 12.7 12.9 13.1 13.4 13.6 13.8 14.1 14.3 14.6 14.8 15.1 15.4 15.6 15.9 16.2 16.4 16.7 16.9 17.2 17.4 17.6 17.9 18.2 18.5 18.7 19 19.3 19.6 19.7
53.6 54.1 54.6 55 55.5 56 56.5 57 57.5 58 58.5 59 59.5 60
45.4 45.6 45.8 46 46.2 46.4 46.6 46.8 47 47.2 47.4 47.6 47.8 48 48.2 48.4 48.6 48.8 49
51.5 51.9 52.4 52.8 53.3 53.8 54.2 54.7 55.2 55.7 56.2 56.6 57.1 57.6 58 58.6 59 59.5 60
36.8 37 37.2 37.4 37.6 37.8 38 38.2 38.4 38.6 38.8 39 39.2 39.4 39.6 39.8 40 40.2 40.4 40.6 40.8 41 41.2 41.4 41.6 41.8 42 42.2 42.4 42.6 42.8 43 43.2 43.4 43.6 43.8 44 44.2 44.4 44.6 44.8 45 45.2
10.3 10.5 10.7 11.0 11.2 11.4 11.6 11.8 12.0 12.3 12.5 12.7 13.0 13.2 13.4 13.7 13.9 14.1 14.4 14.6 14.9 15.1 15.4 15.6 15.9 16.2 16.4 16.7 16.9 17.2 17.5 17.8 18.0 18.3 18.6 18.9 19.1 19.4 19.7 20.0 20.3
平均回弹值Rm与dm=0.5
测区混凝土强度换算fccu,i(MPa)
55 50 45 40 35 30 25 20 15 10 5 15 20 25 30 35
平均回弹值
平均回弹值Rm与dm=0.5
55 50 45 40 35 30 25 20 15 10 5 15 20
测区混凝土强度换算fccu,i(MPa)
35.2 35.5 35.9 36.3 36.7 37.1 37.5 37.9 38.3 38.7 39.1 39.5 39.9 40.3 40.7 41.2 41.6 42.0 42.4 42.8 43.3 43.7 44.1 44.5 45.0 45.4 45.9 46.3 46.7 47.2 47.6 48.1 48.5 49.0 49.4 49.9 50.4 50.8 51.3 51.7 52.2 52.7 53.2
测区混凝土强度换算
20.1 20.4 20.7 21.0 21.2 21.5 21.8 22.1 22.4 22.7 23.0 23.3 23.6 23.9 24.2 24.6 24.9 25.2 25.5 25.8 26.1 26.5 26.8 27.1 27.4 27.8 28.1 28.4 28.8 29.1 29.4 29.8 30.1 30.5 30.8 31.2 31.5 31.9 32.2 32.6 33.0 33.3 33.7
20 20.3 20.6 20.9 21.1 21.4 21.7 22 22.3 22.6 22.9 23.2 23.6 23.9 24.2 24.4 24.8 25.1 25.4 25.7 26.1 26.4 26.8 27.1 27.4 27.7 28 28.4 28.7 29.1 29.4 29.8 30.2 30.5 30.8 31.1 31.5 31.9 32.3 32.6 33 33.4 33.8
28.2 28.4 28.6 28.8 29 29.2 29.4 29.6 29.8 30 30.2 30.4 30.6 30.8 31 31.2 31.4 31.6 31.8 32 32.2 32.4 32.6 32.8 33 33.2 33.4 33.6 33.8 34 34.2 34.4 34.6 34.8 35 35.2 35.4 35.6 35.8 36 36.2 36.4 36.6
y = 0.027 R² = 1
25
30
35
平均回弹值
列 1 列 1 列 2 0.995639 65.0 0.991296 60.0 55.0 50.0 45.0 40.0 35.0 30.0 25.0 20.0 15.0 10.0
Βιβλιοθήκη Baidu
列 2 1
y = 0.025 R² =
平均回弹值 1 Rm与dm=0mm