附录B-回弹法检测泵送混凝土测区强度换算表.xls

1、泵送混凝土测区强度换算表平均回弹值 RM测区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.018.6 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.018.8 10.2 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.019.0 10.4 10.2 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.019.2 10.6 10.4 10.2 10.0 0.

2、0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.019.4 10.9 10.7 10.4 10.2 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.019.6 11.1 10.9 10.6 10.4 10.2 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.019.8 11.3 11.1 10.9 10.6 10.4 10.2 10.0 0.0 0.0 0.0 0.0 0.0 0.020.0 11.5 11.3 11.1 10.9 10.6 10.4 10.2 10.0 0.0 0.0 0.0 0.0 0.020.2 11.8 11.5 11

3、.3 11.1 10.9 10.6 10.4 10.2 10.0 0.0 0.0 0.0 0.020.4 12.0 11.7 11.5 11.3 11.1 10.8 10.6 10.4 10.2 10.0 0.0 0.0 0.020.6 12.2 12.0 11.7 11.5 11.3 11.0 10.8 10.6 10.4 10.2 10.0 0.0 0.020.8 12.4 12.2 12.0 11.7 11.5 11.3 11.0 10.8 10.6 10.4 10.2 10.0 0.021.0 12.7 12.4 12.2 11.9 11.7 11.5 11.2 11.0 10.8 1

4、0.6 10.4 10.2 10.021.2 12.9 12.7 12.4 12.2 11.9 11.7 11.5 11.2 11.0 10.8 10.6 10.4 10.221.4 13.1 12.9 12.6 12.4 12.1 11.9 11.7 11.4 11.2 11.0 10.8 10.6 10.321.6 13.4 13.1 12.9 12.6 12.4 12.1 11.9 11.6 11.4 11.2 11.0 10.7 10.521.8 13.6 13.4 13.1 12.8 12.6 12.3 12.1 11.9 11.6 11.4 11.2 10.9 10.722.0 1

5、3.9 13.6 13.3 13.1 12.8 12.6 12.3 12.1 11.8 11.6 11.4 11.1 10.922.2 14.1 13.8 13.6 13.3 13.0 12.8 12.5 12.3 12.0 11.8 11.6 11.3 11.122.4 14.4 14.1 13.8 13.5 13.3 13.0 12.7 12.5 12.2 12.0 11.8 11.5 11.322.6 14.6 14.3 14.0 13.8 13.5 13.2 13.0 12.7 12.5 12.2 12.0 11.7 11.522.8 14.9 14.6 14.3 14.0 13.7

6、13.5 13.2 12.9 12.7 12.4 12.2 11.9 11.723.0 15.1 14.8 14.5 14.2 14.0 13.7 13.4 13.1 12.9 12.6 12.4 12.1 11.923.2 15.4 15.1 14.8 14.5 14.2 13.9 13.6 13.4 13.1 12.8 12.6 12.3 12.123.4 15.6 15.3 15.0 14.7 14.4 14.1 13.9 13.6 13.3 13.1 12.8 12.6 12.323.6 15.9 15.6 15.3 15.0 14.7 14.4 14.1 13.8 13.5 13.3

7、 13.0 12.8 12.523.8 16.2 15.8 15.5 15.2 14.9 14.6 14.3 14.1 13.8 13.5 13.2 13.0 12.724.0 16.4 16.1 15.8 15.5 15.2 14.9 14.6 14.3 14.0 13.7 13.5 13.2 12.924.2 16.7 16.4 16.0 15.7 15.4 15.1 14.8 14.5 14.2 13.9 13.7 13.4 13.124.4 17.0 16.6 16.3 16.0 15.7 15.3 15.0 14.7 14.5 14.2 13.9 13.6 13.3平均回弹值 RM测

8、区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.025.4 18.3 18.0 17.6 17.3 16.9 16.6 16.3 15.9 15.6 15.3 15.0 14.7 14.425.6 18.6 18.2 17.9 17.5 17.2 16.8 16.5 16.2 15.9 15.6 15.2 14.9 14.725.8 18.9 18.5 18.2 17.8 17.4 17.1 16.8 16.4 16.1 15.8 15.5 15.2 14.926.0 19.2 18.8

9、18.4 18.1 17.7 17.4 17.0 16.7 16.3 16.0 15.7 15.4 15.126.2 19.5 19.1 18.7 18.3 18.0 17.6 17.3 16.9 16.6 16.3 15.9 15.6 15.326.4 19.8 19.4 19.0 18.6 18.2 17.9 17.5 17.2 16.8 16.5 16.2 15.9 15.626.6 20.0 19.6 19.3 18.9 18.5 18.1 17.8 17.4 17.1 16.8 16.4 16.1 15.826.8 20.3 19.9 19.5 19.2 18.8 18.4 18.0

10、 17.7 17.3 17.0 16.7 16.3 16.027.0 20.6 20.2 19.8 19.4 19.1 18.7 18.3 17.9 17.6 17.2 16.9 16.6 16.227.2 20.9 20.5 20.1 19.7 19.3 18.9 18.6 18.2 17.8 17.5 17.1 16.8 16.527.4 21.2 20.8 20.4 20.0 19.6 19.2 18.8 18.5 18.0 17.7 17.4 17.1 16.727.6 21.5 21.1 20.7 20.3 19.9 19.5 19.1 18.7 18.4 18.0 17.6 17.

11、3 17.027.8 21.8 21.4 21.0 20.6 20.2 19.8 19.4 19.0 18.6 18.3 17.9 17.5 17.228.0 22.1 21.7 21.3 20.9 20.4 20.0 19.6 19.3 18.9 18.5 18.1 17.8 17.428.2 22.4 22.0 21.6 21.1 20.7 20.3 19.9 19.5 19.1 18.8 18.4 18.0 17.728.4 22.8 22.3 21.9 21.4 21.0 20.6 20.2 19.8 19.4 19.0 18.6 18.3 17.928.6 23.1 22.6 22.

12、2 21.7 21.3 20.9 20.5 20.1 19.7 19.3 18.9 18.5 18.228.8 23.4 22.9 22.5 22.0 21.6 21.2 20.7 20.3 19.9 19.5 19.2 18.8 18.429.0 23.7 23.2 22.8 22.3 21.9 21.5 21.0 20.6 20.2 19.8 19.4 19.0 18.729.2 24.0 23.5 23.1 22.6 22.2 21.7 21.3 20.9 20.5 20.1 19.7 19.3 18.929.4 24.3 23.9 23.4 22.9 22.5 22.0 21.6 21

13、.2 20.8 20.3 19.9 19.5 19.229.6 24.7 24.2 23.7 23.2 22.8 22.3 21.9 21.4 21.0 20.6 20.2 19.8 19.429.8 25.0 24.5 24.0 23.5 23.1 22.6 22.2 21.7 21.3 20.9 20.5 20.1 19.730.0 25.3 24.8 24.3 23.8 23.4 22.9 22.5 22.0 21.6 21.2 20.7 20.3 19.930.2 25.6 25.1 24.6 24.2 23.7 23.2 22.8 22.3 21.9 21.4 21.0 20.6 2

14、0.230.4 26.0 25.5 25.0 24.5 24.0 23.5 23.0 22.6 22.1 21.7 21.3 20.9 20.430.6 26.3 25.8 25.3 24.8 24.3 23.8 23.3 22.9 22.4 22.0 21.6 21.1 20.730.8 26.6 26.1 25.6 25.1 24.6 24.1 23.6 23.2 22.7 22.3 21.8 21.4 21.031.0 27.0 26.4 25.9 25.4 24.9 24.4 23.9 23.5 23.0 22.5 22.1 21.7 21.231.2 27.3 26.8 26.2 2

15、5.7 25.2 24.7 24.2 23.8 23.3 22.8 22.4 21.9 21.5平均回弹值 RM测区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.031.4 27.7 27.1 26.6 26.0 25.5 25.0 24.5 24.1 23.6 23.1 22.7 22.2 21.8平均回弹值 RM31.6 28.0 27.4 26.9 26.4 25.9 25.3 24.8 24.4 23.9 23.4 22.9 22.5 22.031.8 28.3 27.8 27.2

16、 26.7 26.2 25.7 25.1 24.7 24.2 23.7 23.2 22.8 22.332.0 28.7 28.1 27.6 27.0 26.5 26.0 25.5 25.0 24.5 24.0 23.5 23.0 22.632.2 29.0 28.5 27.9 27.4 26.8 26.3 25.8 25.3 24.8 24.3 23.8 23.3 22.932.4 29.4 28.8 28.2 27.7 27.1 26.6 26.1 25.6 25.1 24.6 24.1 23.6 23.132.6 29.7 29.2 28.6 28.0 27.5 26.9 26.4 25.

17、9 25.4 24.9 24.4 23.9 23.432.8 30.1 29.5 28.9 28.3 27.8 27.2 26.7 26.2 25.7 25.2 24.7 24.2 23.733.0 30.4 29.8 29.3 28.7 28.1 27.6 27.0 26.5 26.0 25.5 25.0 24.5 24.033.2 30.8 30.2 29.6 29.0 28.4 37.9 27.3 26.8 26.3 25.8 25.2 24.7 24.333.4 31.2 30.6 30.0 29.4 28.8 28.2 27.7 27.1 26.6 26.1 25.5 25.0 24

18、.533.6 31.5 30.9 30.3 29.7 29.1 28.5 28.0 27.4 26.9 26.4 25.8 25.3 24.833.8 31.9 31.3 30.7 30.0 29.5 28.9 28.3 27.7 27.2 26.7 26.1 25.6 25.134.0 32.3 31.6 31.0 30.4 29.8 29.2 28.6 28.1 27.5 27.0 26.4 25.9 25.434.2 32.6 32.0 31.4 30.7 30.1 29.5 29.0 28.4 27.8 27.3 26.7 26.2 25.734.4 33.0 32.4 31.7 31

19、.1 30.5 29.9 29.3 28.7 28.1 27.6 27.0 26.5 26.034.6 33.4 32.7 32.1 31.4 30.8 30.2 29.6 29.0 28.5 27.9 27.4 26.8 26.334.8 33.8 33.1 32.4 31.8 31.2 30.6 30.0 29.4 28.8 28.2 27.7 27.1 26.635.0 34.1 33.5 32.8 32.2 31.5 30.9 30.3 29.7 29.1 28.5 28.0 27.4 26.935.2 34.5 33.8 33.2 32.5 31.9 31.2 30.6 30.0 2

20、9.4 28.8 28.3 27.7 27.235.4 34.9 34.2 33.5 32.9 32.2 31.6 31.0 30.4 29.8 29.2 28.6 28.0 27.535.6 35.3 34.6 33.9 33.2 32.6 31.9 31.3 30.7 30.1 29.5 28.9 28.3 27.835.8 35.7 35.0 34.3 33.6 32.9 32.3 31.6 31.0 30.4 29.8 29.2 28.6 28.136.0 36.0 35.3 34.6 34.0 33.3 32.6 32.0 31.4 30.7 30.1 29.5 29.0 28.43

21、6.2 36.4 35.7 35.0 34.3 33.6 33.0 32.3 31.7 31.1 30.5 29.9 29.3 28.736.4 36.8 36.1 35.4 34.7 34.0 33.3 32.7 32.0 31.4 30.8 30.2 29.6 29.036.6 37.2 36.5 35.8 35.1 34.4 33.7 33.0 32.4 31.7 31.1 30.5 29.9 29.336.8 37.6 36.9 36.2 35.4 34.7 34.1 33.4 32.7 32.1 31.4 30.8 30.2 29.637.0 38.0 37.3 36.5 35.8

22、35.1 34.4 33.7 33.1 32.4 31.8 31.2 30.5 29.937.2 38.4 37.7 36.9 36.2 35.5 34.8 34.1 33.4 32.8 32.1 31.5 30.9 30.2平均回弹值 RM测区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.038.2 40.4 39.6 38.9 38.1 37.3 36.6 35.9 35.2 34.5 33.8 33.1 32.5 31.838.4 40.9 40.1 39.3 38.5 37.7 3

23、7.0 36.3 35.5 34.8 34.2 33.5 32.8 32.238.6 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 34.5 33.8 33.2 32.538.8 41.7 40.9 40.1 39.3 38.5 37.7 37.0 36.3 35.5 34.8 34.2 33.5 32.839.0 42.1 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 32.5 33.8 33.239.2 42.5 41.7 40.9 40.1 39.3 38.5 37.7 37.0 36.3 35.5

24、34.8 34.2 33.539.4 42.9 42.1 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 34.5 33.839.6 43.4 42.5 41.7 40.9 40.0 39.3 38.5 37.7 37.0 36.3 35.5 34.8 34.239.8 43.8 42.9 42.1 41.3 40.4 39.6 38.9 38.1 37.3 36.6 35.9 35.2 34.540.0 44.2 43.4 42.5 41.7 40.8 40.0 39.2 38.5 37.7 37.0 36.2 35.5 34.840.2 44.7

25、43.8 42.9 42.1 41.2 40.4 39.6 38.8 38.1 37.3 36.6 35.9 35.240.4 45.1 44.2 43.3 42.5 41.6 40.8 40.0 39.2 38.4 37.7 36.9 36.2 35.540.6 45.5 44.6 43.7 42.9 42.0 41.2 40.4 39.6 38.8 38.1 37.3 36.6 35.840.8 46.0 45.1 44.2 43.3 42.4 41.6 40.8 40.0 39.2 38.4 37.7 36.9 36.241.0 46.4 45.5 44.6 43.7 42.8 42.0

26、 41.2 40.4 39.6 38.8 38.0 37.3 36.541.2 46.8 45.9 45.0 44.1 43.2 42.4 41.6 40.7 39.9 39.1 38.4 37.6 36.941.4 47.3 46.3 45.4 44.5 43.7 42.8 42.0 41.1 40.3 39.5 38.7 38.0 37.241.6 47.7 46.8 45.9 45.0 44.1 43.2 42.3 41.5 40.7 39.9 39.1 38.3 37.641.8 48.2 47.2 46.3 45.4 44.5 43.6 42.7 41.9 41.1 40.3 39.

27、5 38.7 37.942.0 48.6 27.7 46.7 45.8 44.9 44.0 43.1 42.3 41.5 40.6 39.8 39.1 38.342.2 49.1 48.1 47.1 46.2 45.3 44.4 43.5 42.7 41.8 41.0 40.2 39.4 38.642.4 49.5 48.5 47.6 46.6 45.7 44.8 43.9 43.1 42.2 41.4 40.6 39.8 39.042.6 50.0 49.0 48.0 47.1 46.1 45.2 44.3 43.5 42.6 41.8 40.9 40.1 39.342.8 50.4 49.

28、4 48.5 47.5 46.6 45.6 44.7 43.9 43.0 42.2 41.3 40.5 39.743.0 50.9 49.9 48.9 47.9 47.0 46.1 45.2 44.3 43.4 42.5 41.7 40.9 40.143.2 51.3 60.3 49.3 48.4 47.4 46.5 45.6 44.7 43.8 42.9 42.1 41.2 40.443.4 51.8 50.8 49.8 48.8 47.8 46.9 46.0 45.1 44.2 43.3 42.5 41.6 40.843.6 52.3 51.2 50.2 49.2 48.3 47.3 46

29、.4 45.5 44.6 43.7 42.8 42.0 41.243.8 50.7 51.7 50.7 49.7 48.7 47.7 46.8 45.9 45.0 44.1 43.2 42.4 41.544.0 53.2 52.2 51.1 50.1 49.1 48.2 47.2 46.3 45.4 44.5 43.6 42.7 41.9平均回弹值 RM测区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.044.2 53.7 52.6 51.6 50.6 49.6 48.6 47.6 46.

30、7 45.8 44.9 44.0 43.1 42.344.4 54.1 53.1 52.0 51.0 50.0 49.0 48.0 47.1 46.2 45.3 44.4 43.5 42.644.6 54.6 53.5 52.5 51.5 50.4 49.4 48.5 47.5 46.6 45.7 44.8 43.9 43.044.8 55.1 54.0 52.9 51.9 50.9 49.9 48.9 47.9 47.0 46.1 45.1 44.3 43.445.0 55.6 54.5 53.4 52.4 51.3 50.3 49.3 48.3 47.4 46.5 45.5 44.6 43

31、.845.2 56.1 55.0 53.9 52.8 51.8 50.7 49.7 48.8 47.8 46.9 45.9 45.0 44.145.4 56.5 55.4 54.3 53.3 52.2 51.2 50.2 49.2 48.2 47.3 46.3 45.4 44.545.6 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.6 48.6 47.7 46.7 45.8 44.945.8 57.5 56.4 55.3 54.2 53.1 52.1 51.0 50.0 49.0 48.1 47.1 46.2 45.346.0 58.0 56.9 55.7 54

32、.6 53.6 52.5 51.5 50.5 49.5 48.5 47.5 46.6 45.746.2 58.5 57.3 56.2 55.1 54.0 52.9 51.9 50.9 49.9 48.9 47.9 47.0 46.146.4 59.0 57.8 56.7 55.6 54.5 53.4 52.3 51.3 50.3 49.3 48.3 47.4 46.446.6 59.5 58.3 57.2 56.0 54.9 53.8 52.8 51.7 50.7 49.7 48.7 47.8 46.846.8 60.0 58.8 57.6 56.5 55.4 54.3 53.2 52.2 5

33、1.1 50.1 49.1 48.2 47.247.0 0.0 59.3 58.1 57.0 55.8 54.7 53.7 52.6 51.6 50.5 49.5 48.6 47.647.2 0.0 59.8 58.6 57.4 56.3 55.2 54.1 53.0 52.0 51.0 50.0 49.0 48.047.4 0.0 60.0 59.1 57.9 56.8 55.6 54.5 53.5 52.4 51.4 50.4 49.4 48.447.6 0.0 0.0 59.6 58.4 57.2 56.1 55.0 53.9 52.8 51.8 50.8 49.8 48.847.8 0

34、.0 0.0 60.0 58.9 57.7 56.6 55.4 54.4 53.3 52.2 51.2 50.2 49.248.0 0.0 0.0 0.0 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.648.2 0.0 0.0 0.0 59.8 59.6 57.5 56.0 55.2 54.1 53.1 52.0 51.0 50.048.4 0.0 0.0 0.0 60.0 59.1 57.9 56.8 55.7 54.6 53.0 52.5 51.4 50.448.6 0.0 0.0 0.0 0.0 59.6 58.4 57.3 56.1

35、55.0 53.9 52.9 51.8 50.848.8 0.0 0.0 0.0 0.0 60.0 58.9 57.7 56.6 55.5 54.4 53.3 52.2 51.249.0 0.0 0.0 0.0 0.0 0.0 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.649.2 0.0 0.0 0.0 0.0 0.0 59.8 58.6 57.5 56.3 55.2 54.1 53.1 52.049.4 0.0 0.0 0.0 0.0 0.0 60.0 59.1 57.9 56.8 55.7 54.6 53.5 52.449.6 0.0 0.0 0.0 0.

36、0 0.0 0.0 59.6 58.4 57.2 56.1 55.0 53.9 52.949.8 0.0 0.0 0.0 0.0 0.0 0.0 60.0 58.8 57.7 56.6 55.4 54.3 53.350.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.3 58.1 57.0 55.9 54.8 53.7平均回弹值 RM测区混凝土强度换算值（MPa）平均碳化深度值dm（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.051.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.

37、2 58.1 56.9 55.851.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.7 58.5 57.3 56.251.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.0 58.9 57.8 56.651.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.4 58.2 57.151.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.8 58.7 57.552.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.0 59.1 57.952.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.5 58.452.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.0 58.852.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.252.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 59.7