回弹法检测泵送混凝土修正表.docx

回弹法检测泵送混凝土修正表.docx

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回弹法检测泵送混凝土修正表

附录B测区泵送混凝土强度换算表

表B测区泵送混凝土强度换算表

平均测区混凝土强度换算值爲（MPa）

回弹平均碳化深度值dm（mm）

值

Rm

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

18.6

10.0

18.8

10.2

10.0

19.0

10.4

10.2

10.0

19.2

10.6

10.4

10.2

10.0

19.4

10.9

10.7

10.4

10.2

10.0

19.6

11.1

10.9

10.6

10.4

10.2

10.0

19.8

11.3

11.1

10.9

10.6

10.4

10.2

10.0

20.0

11.5

11.3

11.1

10.9

10.6

10.4

10.2

10.0

一

一

一

一

一

20.2

11.8

11.5

11.3

11.1

10.9

10.6

10.4

10.2

10.0

一

一

一

一

20.4

12.0

11.7

11.5

11.3

11.1

10.8

10.6

10.4

10.2

10.0

一

一

一

20.6

12.2

12.0

11.7

11.5

11.3

11.0

10.8

10.6

10.4

10.2

10.0

一

一

20.8

12.4

12.2

12.0

11.7

11.5

11.3

11.0

10.8

10.6

10.4

10.2

10.0

一

21.0

12.7

12.4

12.2

11.9

11.7

11.5

11.2

11.0

10.8

10.6

10.4

10.2

10.0

21.2

12.9

12.7

12.4

12.2

11.9

11.7

11.5

11.2

11.0

10.8

10.6

10.4

10.2

21.4

13.1

12.9

12.6

12.4

12.1

11.9

11.7

11.4

11.2

11.0

10.8

10.6

10.3

21.6

13.4

13.1

12.9

12.6

12.4

12.1

11.9

11.6

11.4

11.2

11.0

10.7

10.5

21.8

13.6

13.4

13.1

12.8

12.6

12.3

12.1

11.9

11.6

11.4

11.2

10.9

10.7

22.0

13.9

13.6

13.3

13.1

12.8

12.6

12.3

12.1

11.8

11.6

11.4

11.1

10.9

22.2

14.1

13.8

13.6

13.3

13.0

12.8

12.5

12.3

12.0

11.8

11.6

11.3

11.1

22.4

14.4

14.1

13.8

13.5

13.3

13.0

12.7

12.5

12.2

12.0

11.8

11.5

11.3

22.6

14.6

14.3

14.0

13.8

13.5

13.2

13.0

12.7

12.5

12.2

12.0

11.7

11.5

22.8

14.9

14.6

14.3

14.0

13.7

13.5

13.2

12.9

12.7

12.4

12.2

11.9

11.7

23.0

15.1

14.8

14.5

14.2

14.0

13.7

13.4

13.1

12.9

12.6

12.4

12.1

11.9

23.2

15.4

15.1

14.8

14.5

14.2

13.9

13.6

13.4

13.1

12.8

12.6

12.3

12.1

23.4

15.6

15.3

15.0

14.7

14.4

14.1

13.9

13.6

13.3

13.1

12.8

12.6

12.3

23.6

15.9

15.6

15.3

15.0

14.7

14.4

14.1

13.8

13.5

13.3

13.0

12.8

12.5

23.8

16.2

15.8

15.5

15.2

14.9

14.6

14.3

14.1

13.8

13.5

13.2

13.0

12.7

24.0

16.4

16.1

15.8

15.5

15.2

14.9

14.6

14.3

14.0

13.7

13.5

13.2

12.9

24.2

16.7

16.4

16.0

15.7

15.4

15.1

14.8

14.5

14.2

13.9

13.7

13.4

13.1

24.4

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

24.6

17.2

16.9

16.5

16.2

15.9

15.6

15.3

15.0

14.7

14.4

14.1

13.8

13.6

24.8

17.5

17.1

16.8

16.5

16.2

15.8

15.5

15.2

14.9

14.6

14.3

14.1

13.8

25.0

17.8

17.4

17.1

16.7

16.4

16.1

15.8

15.5

15.2

14.9

14.6

14.3

14.0

平均

测区混凝土强度换算值

fci

■cu,i

（MPa）

回弹

平均碳化深度值d

m（mm）

值

Rm

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

25.2

18.0

17.7

17.3

17.0

16.7

16.3

16.0

15.7

15.4

15.1

14.8

14.5

14.2

25.4

18.3

18.0

17.6

17.3

16.9

16.6

16.3

15.9

15.6

15.3

15.0

14.7

14.4

25.6

18.6

18.2

17.9

17.5

17.2

16.8

16.5

16.2

15.9

15.6

15.2

14.9

14.7

25.8

18.9

18.5

18.2

17.8

17.4

17.1

16.8

16.4

16.1

15.8

15.5

15.2

14.9

26.0

19.2

18.8

18.4

18.1

17.7

17.4

17.0

16.7

16.3

16.0

15.7

15.4

15.1

26.2

19.5

19.1

18.7

18.3

18.0

17.6

17.3

16.9

16.6

16.3

15.9

15.6

15.3

26.4

19.8

19.4

19.0

18.6

18.2

17.9

17.5

17.2

16.8

16.5

16.2

15.9

15.6

26.6

20.0

19.6

19.3

18.9

18.5

18.1

17.8

17.4

17.1

16.8

16.4

16.1

15.8

26.8

20.3

19.9

19.5

19.2

18.8

18.4

18.0

17.7

17.3

17.0

16.7

16.3

16.0

27.0

20.6

20.2

19.8

19.4

19.1

18.7

18.3

17.9

17.6

17.2

16.9

16.6

16.2

27.2

20.9

20.5

20.1

19.7

19.3

18.9

18.6

18.2

17.8

17.5

17.1

16.8

16.5

27.4

21.2

20.8

20.4

20.0

19.6

19.2

18.8

18.5

18.1

17.7

17.4

17.1

16.7

27.6

21.5

21.1

20.7

20.3

19.9

19.5

19.1

18.7

18.4

18.0

17.6

17.3

17.0

27.8

21.8

21.4

21.0

20.6

20.2

19.8

19.4

19.0

18.6

18.3

17.9

17.5

17.2

28.0

22.1

21.7

21.3

20.9

20.4

20.0

19.6

19.3

18.9

18.5

18.1

17.8

17.4

28.2

22.4

22.0

21.6

21.1

20.7

20.3

19.9

19.5

19.1

18.8

18.4

18.0

17.7

28.4

22.8

22.3

21.9

21.4

21.0

20.6

20.2

19.8

19.4

19.0

18.6

18.3

17.9

28.6

23.1

22.6

22.2

21.7

21.3

20.9

20.5

20.1

19.7

19.3

18.9

18.5

18.2

28.8

23.4

22.9

22.5

22.0

21.6

21.2

20.7

20.3

19.9

19.5

19.2

18.8

18.4

29.0

23.7

23.2

22.8

22.3

21.9

21.5

21.0

20.6

20.2

19.8

19.4

19.0

18.7

29.2

24.0

23.5

23.1

22.6

22.2

21.7

21.3

20.9

20.5

20.1

19.7

19.3

18.9

29.4

24.3

23.9

23.4

22.9

22.5

22.0

21.6

21.2

20.8

20.3

19.9

19.5

19.2

29.6

24.7

24.2

23.7

23.2

22.8

22.3

21.9

21.4

21.0

20.6

20.2

19.8

19.4

29.8

25.0

24.5

24.0

23.5

23.1

22.6

22.2

21.7

21.3

20.9

20.5

20.1

19.7

30.0

25.3

24.8

24.3

23.8

23.4

22.9

22.5

22.0

21.6

21.2

20.7

20.3

19.9

30.2

25.6

25.1

24.6

24.2

23.7

23.2

22.8

22.3

21.9

21.4

21.0

20.6

20.2

30.4

26.0

25.5

25.0

24.5

24.0

23.5

23.0

22.6

22.1

21.7

21.3

20.9

20.4

30.6

26.3

25.8

25.3

24.8

24.3

23.8

23.3

22.9

22.4

22.0

21.6

21.1

20.7

30.8

26.6

26.1

25.6

25.1

24.6

24.1

23.6

23.2

22.7

22.3

21.8

21.4

21.0

31.0

27.0

26.4

25.9

25.4

24.9

24.4

23.9

23.5

23.0

22.5

22.1

21.7

21.2

31.2

27.3

26.8

26.2

25.7

25.2

24.7

24.2

23.8

23.3

22.8

22.4

21.9

21.5

31.4

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

31.6

28.0

27.4

26.9

26.4

25.9

25.3

24.8

24.4

23.9

23.4

22.9

22.5

22.0

31.8

28.3

27.8

27.2

26.7

26.2

25.7

25.1

24.7

24.2

23.7

23.2

22.8

22.3

32.0

28.7

28.1

27.6

27.0

26.5

26.0

25.5

25.0

24.5

24.0

23.5

23.0

22.6

32.2

29.0

28.5

27.9

27.4

26.8

26.3

25.8

25.3

24.8

24.3

23.8

23.3

22.9

平均

测区混凝土强度换算值

fcu,i

（MPa）

回弹

平均碳化深度值d

m（mm）

值

Rm

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

32.4

29.4

28.8

28.2

27.7

27.1

26.6

26.1

25.6

25.1

24.6

24.1

23.6

23.1

32.6

29.7

29.2

28.6

28.0

27.5

26.9

26.4

25.9

25.4

24.9

24.4

23.9

23.4

32.8

30.1

29.5

28.9

28.3

27.8

27.2

26.7

26.2

25.7

25.2

24.7

24.2

23.7

33.0

30.4

29.8

29.3

28.7

28.1

27.6

27.0

26.5

26.0

25.5

25.0

24.5

24.0

33.2

30.8

30.2

29.6

29.0

28.4

27.9

27.3

26.8

26.3

25.8

25.2

24.7

24.3

33.4

31.2

30.6

30.0

29.4

28.8

28.2

27.7

27.1

26.6

26.1

25.5

25.0

24.5

33.6

31.5

30.9

30.3

29.7

29.1

28.5

28.0

27.4

26.9

26.4

25.8

25.3

24.8

33.8

31.9

31.3

30.7

30.0

29.5

28.9

28.3

27.7

27.2

26.7

26.1

25.6

25.1

34.0

32.3

31.6

31.0

30.4

29.8

29.2

28.6

28.1

27.5

27.0

26.4

25.9

25.4

34.2

32.6

32.0

31.4

30.7

30.1

29.5

29.0

28.4

27.8

27.3

26.7

26.2

25.7

34.4

33.0

32.4

31.7

31.1

30.5

29.9

29.3

28.7

28.1

27.6

27.0

26.5

26.0

34.6

33.4

32.7

32.1

31.4

30.8

30.2

29.6

29.0

28.5

27.9

27.4

26.8

26.3

34.8

33.8

33.1

32.4

31.8

31.2

30.6

30.0

29.4

28.8

28.2

27.7

27.1

26.6

35.0

34.1

33.5

32.8

32.2

31.5

30.9

30.3

29.7

29.1

28.5

28.0

27.4

26.9

35.2

34.5

33.8

33.2

32.5

31.9

31.2

30.6

30.0

29.4

28.8

28.3

27.7

27.2

35.4

34.9

34.2

33.5

32.9

32.2

31.6

31.0

30.4

29.8

29.2

28.6

28.0

27.5

35.6

35.3

34.6

33.9

33.2

32.6

31.9

31.3

30.7

30.1

29.5

28.9

28.3

27.8

35.8

35.7

35.0

34.3

33.6

32.9

32.3

31.6

31.0

30.4

29.8

29.2

28.6

28.1

36.0

36.0

35.3

34.6

34.0

33.3

32.6

32.0

31.4

30.7

30.1

29.5

29.0

28.4

36.2

36.4

35.7

35.0

34.3

33.6

33.0

32.3

31.7

31.1

30.5

29.9

29.3

28.7

36.4

36.8

36.1

35.4

34.7

34.0

33.3

32.7

32.0

31.4

30.8

30.2

29.6

29.0

36.6

37.2

36.5

35.8

35.1

34.4

33.7

33.0

32.4

31.7

31.1

30.5

29.9

29.3

36.8

37.6

36.9

36.2

35.4

34.7

34.1

33.4

32.7

32.1

31.4

30.8

30.2

29.6

37.0

38.0

37.3

36.5

35.8

35.1

34.4

33.7

33.1

32.4

31.8

31.2

30.5

29.9

37.2

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

37.4

38.8

38.1

37.3

36.6

35.8

35.1

34.4

33.8

33.1

32.4

31.8

31.2

30.6

37.6

39.2

38.4

37.7

36.9

36.2

35.5

34.8

34.1

33.4

32.8

32.1

31.5

30.9

37.8

39.6

38.8

38.1

37.3

36.6

35.9

35.2

34.5

33.8

33.1

32.5

31.8

31.2

38.0

40.0

39.2

38.5

37.7

37.0

36.2

35.5

34.8

34.1

33.5

32.8

32.2

31.5

38.2

40.4

39.6

38.9

38.1

37.3

36.6

35.9

35.2

34.5

33.8

33.1

32.5

31.8

38.4

40.9

40.1

39.3

38.5

37.7

37.0

36.3

35.5

34.8

34.2

33.5

32.8

32.2

38.6

41.3

40.5

39.7

38.9

38.1

37.4

36.6

35.9

35.2

34.5

33.8

33.2

32.5

38.8

41.7

40.9

40.1

39.3

38.5

37.7

37.0

36.3

35.5

34.8

34.2

33.5

32.8

39.0

42.1

41.3

40.5

39.7

38.9

38.1

37.4

36.6

35.9

35.2

34.5

33.8

33.2

39.2

42.5

41.7

40.9

40.1

39.3

38.5

37.7

37.0

36.3

35.5

34.8

34.2

33.5

平均

测区混凝土强度换算值

fcU

（MPa）

回弹

平均碳化深度值d

m（mm）

值

Rm

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

39.4

42.9

42.1

41.3

40.5

39.7

38.9

38.1

37.4

36.6

35.9

35.2

34.5

33.8

39.6

43.4

42.5

41.7

40.9

40.0

39.3

38.5

37.7

37.0

36.3

35.5

34.8

34.2

39.8

43.8

42.9

42.1

41.3

40.4

39.6

38.9

38.1

37.3

36.6

35.9

35.2

34.5

40.0

44.2

43.4

42.5

41.7

40.8

40.0

39.2

38.5

37.7

37.0

36.2

35.5

34.8

40.2

44.7

43.8

42.9

42.1

41.2

40.4

39.6

38.8

38.1

37.3

36.6

35.9

35.2

40.4

45.1

44.2

43.3

42.5

41.6

40.8

40.0

39.2

38.4

37.7

36.9

36.2

35.5

40.6

45.5

44.6

43.7

42.9

42.0

41.2

40.4

39.6

38.8

38.1

37.3

36.6

35.8

40.8

46.0

45.1

44.2

43.3

42.4

41.6

40.8

40.0

39.2