回弹法检测混凝土强度附录.doc

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回弹法检测混凝土强度附录.doc

附录A测区混凝土强度换算表

平均回

弹值

Rm

测区混凝土强度换算值ƒCcu,i(MPa)

平均碳化深度值dm(mm)

0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

≥6.

20.0

10.3

10.1

20.2

10.5

10.3

10.0

20.4

10.7

10.5

10.2

20.6

11.0

10.8

10.4

10.1

20.8

11.2

11.0

10.6

10.3

21.0

11.4

11.2

10.8

10.5

10.0

21.2

11.6

11.4

11.0

10.7

10.2

21.4

11.8

11.6

11.2

10.9

10.4

10.0

21.6

12.0

11.8

11.4

11.0

10.6

10.2

21.8

12.3

12.1

11.7

11.3

10.8

10.5

10.1

22.0

12.5

12.2

11.9

11.5

11.0

10.6

10.2

22.2

12.7

12.4

12.1

11.7

11.2

10.8

10.4

10.0

22.4

13.0

12.7

12.4

12.0

11.4

11.0

10.7

10.3

10.0

22.6

13.2

12.9

12.5

12.1

11.6

11.2

10.8

10.4

10.2

22.8

13.4

13.1

12.7

12.3

11.8

11.4

11.0

10.6

10.3

23.0

13.7

13.4

13.0

12.6

12.1

11.6

11.2

10.8

10.5

10.1

23.2

13.9

13.6

13.2

12.8

12.2

11.8

11.4

11.0

10.7

10.3

10.0

23.4

14.1

13.8

13.4

13.0

12.4

12.0

11.6

11.2

10.9

10.4

10.2

23.6

14.4

14.1

13.7

13.2

12.7

12.2

11.8

11.4

11.1

10.7

10.4

10.1

23.8

14.6

14.3

13.9

13.4

12.8

12.4

12.0

11.5

11.2

10.8

10.5

10.2

24.0

14.9

14.6

14.2

13.7

13.1

12.7

12.2

11.8

11.5

11.0

10.7

10.4

10.1

24.2

15.1

14.8

14.3

13.9

13.3

12.8

12.4

11.9

11.6

11.2

10.9

10.6

10.3

24.4

15.4

15.1

14.6

14.2

13.6

13.1

12.6

12.2

11.9

11.4

11.1

10.8

10.4

24.6

15.6

15.3

14.8

14.4

13.7

13.3

12.8

12.3

12.0

11.5

11.2

10.9

10.6

24.8

15.9

15.6

15.1

14.6

14.0

13.5

13.0

12.6

12.2

11.8

11.4

11.1

10.7

25.0

16.2

15.9

15.4

14.9

14.3

13.8

13.3

12.8

12.5

12.0

11.7

11.3

10.9

25.2

16.4

16.1

15.6

15.1

14.4

13.9

13.4

13.0

12.6

12.1

11.8

11.5

11.0

25.4

16.7

16.4

15.9

15.4

14.7

14.2

13.7

13.2

12.9

12.4

12.0

11.7

11.2

25.6

16.9

16.6

16.1

15.7

14.9

14.4

13.9

13.4

13.0

12.5

12.2

11.8

11.3

25.8

17.2

16.9

16.3

15.8

15.1

14.6

14.1

13.6

13.2

12.7

12.4

12.0

11.5

26.0

17.5

17.2

16.6

16.1

15.4

14.9

14.4

13.8

13.5

13.0

12.6

12.2

11.6

26.2

17.8

17.4

16.9

16.4

15.7

15.1

14.6

14.0

13.7

13.2

12.8

12.4

11.8

26.4

18.0

17.6

17.1

16.6

15.8

15.3

14.8

14.2

13.9

13.3

13.0

12.6

12.0

平均回

弹值

Rm

测区混凝土强度换算值ƒCcu,i(MPa)

平均碳化深度值dm(mm)

0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

≥6.

26.6

18.3

17.9

17.4

16.8

16.1

15.6

15.0

14.4

14.1

13.5

13.2

12.8

12.1

26.8

18.6

18.2

17.7

17.1

16.4

15.8

15.3

14.6

14.3

13.8

13.4

12.9

12.3

27.0

18.9

18.5

18.0

17.4

16.6

16.1

15.5

14.8

14.6

14.0

13.6

13.1

12.4

27.2

19.1

18.7

18.1

17.6

16.8

16.2

15.7

15.0

14.7

14.1

13.8

13.3

12.6

27.4

19.4

19.0

18.4

17.8

17.0

16.4

15.9

15.2

14.9

14.3

14.0

13.4

12.7

27.6

19.7

19.3

18.7

18.0

17.2

16.6

16.1

15.4

15.1

14.5

14.1

13.6

12.9

27.8

20.0

19.6

19.0

18.2

17.4

16.8

16.3

15.6

15.3

14.7

14.2

13.7

13.0

28.0

20.3

19.7

19.2

18.4

17.6

17.0

16.5

15.8

15.4

14.8

14.4

13.9

13.2

28.2

20.6

20.0

19.5

18.6

17.8

17.2

16.7

16.0

15.6

15.0

14.6

14.0

13.3

28.4

20.9

20.3

19.7

18.8

18.0

17.4

16.9

16.2

15.8

15.2

14.8

14.2

13.5

28.6

21.2

20.6

20.0

19.1

18.2

17.6

17.1

16.4

16.0

15.4

15.0

14.3

13.6

28.8

21.5

20.9

20.2

19.4

18.5

17.8

17.3

16.6

16.2

15.6

15.2

14.5

13.8

29.0

21.8

21.1

20.5

19.6

18.7

18.1

17.5

16.8

16.4

15.8

15.4

14.6

13.9

29.2

22.1

21.4

20.8

19.9

19.0

18.3

17.7

17.0

16.6

16.0

15.6

14.8

14.1

29.4

22.4

21.7

21.1

20.2

19.3

18.6

17.9

17.2

16.8

16.2

15.8

15.0

14.2

29.6

22.7

22.0

21.3

20.4

19.5

18.8

18.2

17.5

17.0

16.4

16.0

15.1

14.4

29.8

23.0

22.3

21.6

20.7

19.8

19.1

18.4

17.7

17.2

16.6

16.2

15.3

14.5

30.0

23.3

22.6

21.9

21.0

20.0

19.3

18.6

17.9

17.4

16.8

16.4

15.4

14.7

30.2

23.6

22.9

22.2

21.2

20.3

19.6

18.9

18.2

17.6

17.0

16.6

15.6

14.9

30.4

23.9

23.2

22.5

21.5

20.6

19.8

19.1

18.4

17.8

17.2

16.8

15.8

15.1

30.6

24.3

23.6

22.8

21.9

20.9

20.2

19.4

18.7

18.0

17.5

17.0

16.0

15.2

30.8

24.6

23.9

23.1

22.1

21.2

20.4

19.7

18.9

18.2

17.7

17.2

16.2

15.4

31.0

24.9

24.2

23.4

22.4

21.4

20.7

19.9

19.2

18.4

17.9

17.4

16.4

15.5

31.2

25.2

24.4

23.7

22.7

21.7

20.9

20.2

19.4

18.6

18.1

17.6

16.6

15.7

31.4

25.6

24.8

24.1

23.0

22.0

21.2

20.5

19.7

18.9

18.4

17.8

16.9

15.8

31.6

25.9

25.1

24.3

23.3

22.3

21.5

20.7

19.9

19.2

18.6

18.0

17.1

16.0

31.8

26.2

25.4

24.6

23.6

22.5

21.7

21.0

20.2

19.4

18.9

18.2

17.3

16.2

32.0

26.5

25.7

24.9

23.9

22.8

22.0

21.2

20.4

19.6

19.1

18.4

17.5

16.4

32.2

26.9

26.1

25.3

24.2

23.1

22.3

21.5

20.7

19.9

19.4

18.6

17.7

16.6

32.4

27.2

26.4

25.6

24.5

23.4

22.6

21.8

20.9

20.1

19.6

18.8

17.9

16.8

32.6

27.6

26.8

25.9

24.8

23.7

22.9

22.1

21.3

20.4

19.9

19.0

18.1

17.0

32.8

27.9

27.1

26.2

25.1

24.0

23.2

22.3

21.5

20.6

20.1

19.2

18.3

17.2

33.0

28.2

27.4

26.5

25.4

24.3

23.4

22.6

21.7

20.9

20.3

19.4

18.5

17.4

33.2

28.6

27.7

26.8

25.7

24.6

23.7

22.9

22.0

21.2

20.5

19.6

18.7

17.6

平均回

弹值

Rm

测区混凝土强度换算值ƒCcu,i(MPa)

平均碳化深度值dm(mm)

0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

≥6.

33.4

28.9

28.0

27.1

26.0

24.9

24.0

23.1

22.3

21.4

20.7

19.8

18.9

17.8

33.6

29.3

28.4

27.4

26.4

25.2

24.2

23.3

22.6

21.7

20.9

20.0

19.1

18.0

33.8

29.6

28.7

27.7

26.6

25.4

24.4

23.5

22.8

21.9

21.1

20.2

19.3

18.2

34.0

30.0

29.1

28.0

26.8

25.6

24.6

23.7

23.0

22.1

21.3

20.4

19.5

18.3

34.2

30.3

29.4

28.3

27.0

25.8

24.8

23.9

23.2

22.3

21.5

20.6

19.7

18.4

34.4

30.7

29.8

28.6

27.2

26.0

25.0

24.1

23.4

22.5

21.7

20.8

19.8

18.6

34.6

31.1

30.2

28.9

27.4

26.2

25.2

24.3

23.6

22.7

21.9

21.0

20.0

18.8

34.8

31.4

30.5

29.2

27.6

26.4

25.4

24.5

23.8

22.9

22.1

21.2

20.2

19.0

35.0

31.8

30.8

29.6

28.0

26.7

25.8

24.8

24.0

23.2

22.3

21.4

20.4

19.2

35.2

32.1

31.1

29.9

28.2

27.0

26.0

25.0

24.2

23.4

22.5

21.6

20.6

19.4

35.4

32.5

31.5

30.2

28.6

27.3

26.3

25.4

24.4

23.7

22.8

21.8

20.8

19.6

35.6

32.9

31.9

30.6

29.0

27.6

26.6

25.7

24.7

24.0

23.0

22.0

21.0

19.8

35.8

33.3

32.3

31.0

29.3

28.0

27.0

26.0

25.0

24.3

23.3

22.2

21.2

20.0

36.0

33.6

32.6

31.2

29.6

28.2

27.2

26.2

25.2

24.5

23.5

22.4

21.4

20.2

36.2

34.0

33.0

31.6

29.9

28.6

27.5

26.5

25.5

24.8

23.8

22.6

21.6

20.4

36.4

34.4

33.4

32.0

30.3

28.9

27.9

26.8

25.8

25.1

24.1

22.8

21.8

20.6

36.6

34.8

33.8

32.4

30.6

29.2

28.2

27.1

26.1

25.4

24.4

23.0

22.0

20.9

36.8

35.2

34.1

32.7

31.0

29.6

28.5

27.5

26.4

25.7

24.6

23.2

22.2

21.1

37.0

35.5

34.4

33.0

31.2

29.8

28.8

27.7

26.6

25.9

24.8

23.4

22.4

21.3

37.2

35.9

34.8

33.4

31.6

30.2

29.1

28.0

26.9

26.2

25.1

23.7

22.6

21.5

37.4

36.3

35.2

33.8

31.9

30.5

29.4

28.3

27.2

26.5

25.4

24.0

22.9

21.8

37.6

36.7

35.6

34.1

32.3

30.8

29.7

28.6

27.5

26.8

25.7

24.2

23.1

22.0

37.8

37.1

36.0

34.5

32.6

31.2

30.0

28.9

27.8

27.1

26.0

24.5

23.4

22.3

38.0

37.5

36.4

34.9

33.0

31.5

30.3

29.2

28.1

27.4

26.2

24.8

23.6

22.5

38.2

37.9

36.8

35.2

33.4

31.8

30.6

29.5

28.4

27.7

26.5

25.0

23.9

22.7

38.4

38.3

37.2

35.6

33.7

32.1

30.9

29.8

28.7

28.0

26.8

25.3

24.1

23.0

38.6

38.7

37.5

36.0

34.1

32.4

31.2

30.1

29.0

28.3

27.0

25.5

24.4

23.2

38.8

39.1

37.9

36.4

34.4

32.7

31.5

30.4

29.3

28.5

27.2

25.8

24.6

23.5

39.0

39.5

38.2

36.7

34.7

33.0

31.8

30.6

29.6

28.8

27.4

26.0

24.8

23.7

39.2

39.9

38.5

37.0

35.0

33.3

32.1

30.8

29.8

29.0

27.6

26.2

25.0

24.0

39.4

40.3

38.8

37.3

35.3

33.6

32.4

31.0

30.0

29.2

27.8

26.4

25.2

24.2

39.6

40.7

39.1

37.6

35.6

33.9

32.7

31.2

30.2

29.4

28.0

26.6

25.4

24.4

39.8

41.2

39.6

38.0

35.9

34.2

33.0

31.4

30.5

29.7

28.2

26.8

25.6

24.7

40.0

41.6

39.9

38.3

36.2

34.5

33.3

31.7

30.8

30.0

28.4

27.0

25.8

25.0

平均回

弹值

Rm

测区混凝土强度换算值ƒCcu,i(MPa)

平均碳化深度值dm(mm)

0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

5.5

≥6.

40.2

42.0

40.3

38.6

36.5

34.8

33.6

32.0

31.1

30.2

28.6

27.3

26.0

25.2

40.4

42.4

40.7

39.0

36.9

35.1

33.9

32.3

31.4

30.5

28.8

27.6

26.2

25.4

40.6

42.8

41.1

39.4

37.2

35.4

34.2

32.6

31.7

30.8

29.1

27.8

26.5

25.7

40.8

43.3

41.6

39.8

37.7

35.7

34.5

32.9

32.0

31.2

29.4

28.1

26.8

26.0

41.0

43.7

42.0

40.2

38.0

36.0

34.8

33.2

32.3

31.5

29.7

28.4

27.1

26.2

41.2

44.1

42.3

40.6

38.4

36.3

35.1

33.5

32.6

31.8

30.0

28.7

27.3

26.5

41.4

44.5

42.7

40.9

38.7

36.6

35.4

33.8

32.9

32.0

30.3

28.9

27.6

26.7

41.6

45.0

43.2

41.4

39.2

36.9

35.7

34.2

33.3

32.4

30.6

29.2

27.9

27.0

41.8

45.4

43.6

41.8

39.5

37.2

36.0

34.5

33.6

32.7

30.9

29.5

28.1

27.2

42.0

45.9

44.1

42.2

39.9

37.6

36.3

34.9

34.0

33.0

31.2

29.8

28.5

27.5

42.2

46.3

44.4

42.6

40.3

38.0

36.6

35.2

34.3

33.3

31.5

30.1

28.7

27.8

42.4

46.7

44.8

43.0

40.6

38.3

36.9

35.5

34.6

33.6

31.8

30.4

29.0

28.0

42.6

47.2

45.3

43.4

41.1

38.7

37.3

35.9

34.9

34.0

32.1

30.7

29.3

28.3

42.8

47.6

45.7

43.8

41.4

39.0

37.6

36.2

35.2

34.3

32.4

30.9

29.5

28.6

43.0

48.1

46.2

44.2

41.8

39.4

38.0

36.6

35.6

34.6

32.7

31.3

29.8

28.9

43.2

48.5

46.6

44.6

42.2

39.8

38.3

36.9

35.9

34.9

33.0

31.5

30.1

29.1

43.4

49.0

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