回弹法检测泵送混凝土换算表(7页).pdf

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1、 回弹法检测泵送混凝土换算表页G o o d i s g o o d,b u t b e t t e r c a r r i e s i t.精 益 求 精，善 益 求 善。-/(，*)|&：，；(。$（;2区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-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 平均回弹值 Rm 测区混凝土强度换算值 ci,cuf（MPa）平

2、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 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 20.2 11.8 11.5 11.

3、3 11.1 10.9 10.6 10.4 10.2 10.0 20.4 12.0 11.7 11.5 11.3 11.1 10.8 10.6 10.4 10.2 10.0 20.6 12.2 12.0 11.7 11.5 11.3 11.0 10.8 10.6 10.4 10.2 10.0 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 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、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.

5、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.

6、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-/(，*)|&：，；(。$（;3区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内

7、，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-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.

8、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.

9、5 15.2 14.9 14.6 14.3 14.0 平均回弹值Rm 测区混凝土强度换算值 ci,cuf（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 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

10、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

11、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

12、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

13、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-/(，*)|&：，；(。$（;4区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹

14、（化值算凝值（值深值度土弹（值深（换土弹算换强泵-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

15、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

16、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

17、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

18、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 平均回弹值Rm 测区混凝土强度换算值 ci,cuf（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 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

19、.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

20、.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-/(，*)|&：，；(。$（;5区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-34.0 32.3 31.6 31

21、.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

22、.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

23、.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

24、.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

25、.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

26、.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

27、.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 平均回弹值测区混凝土强度换算值 ci,cuf （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-/(，*)|&：，；(。$（;6区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值

28、深（换土弹算换强泵-Rm 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

29、.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 38.4 37.7 36.9 36.2 41.0 46.4 45.5 44.6 43.7 42

30、.8 42.0 41.2 40.4 39.6 38.8 38.0 37.3 36.5 41.2 46.8 45.9 45.0 44.1 43.2 42.4 41.6 40.7 39.9 39.1 38.4 37.6 36.9 41.4 47.3 46.3 45.4 44.5 43.7 42.8 42.0 41.1 40.3 39.5 38.7 38.0 37.2 41.6 47.7 46.8 45.9 45.0 44.1 43.2 42.3 41.5 40.7 39.9 39.1 38.3 37.6 41.8 48.2 47.2 46.3 45.4 44.5 43.6 42.7 41.9 41

31、.1 40.3 39.5 38.7 37.9 42.0 48.6 47.7 46.7 45.8 44.9 44.0 43.1 42.3 41.5 40.6 39.8 39.1 38.3 42.2 49.1 48.1 47.1 46.2 45.3 44.4 43.5 42.7 41.8 41.0 40.2 39.4 38.6 42.4 49.5 48.5 47.6 46.6 45.7 44.8 43.9 43.1 42.2 41.4 40.6 39.8 39.0 42.6 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

32、.3 42.8 50.4 49.4 48.5 47.5 46.6 45.6 44.7 43.9 43.0 42.2 41.3 40.5 39.7 43.0 50.9 49.9 48.9 47.9 47.0 46.1 45.2 44.3 43.4 42.5 41.7 40.9 40.1 43.2 51.3 50.3 49.3 48.4 47.4 46.5 45.6 44.7 43.8 42.9 42.1 41.2 40.4 43.4 51.8 50.8 49.8 48.8 47.8 46.9 46.0 45.1 44.2 43.3 42.5 41.6 40.8 43.6 52.3 51.2 50

33、.2 49.2 48.3 47.3 46.4 45.5 44.6 43.7 42.8 42.0 41.2 43.8 52.7 51.7 50.7 49.7 48.7 47.7 46.8 45.9 45.0 44.1 43.2 42.4 41.5 44.0 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 44.2 53.7 52.6 51.6 50.6 49.6 48.6 47.6 46.7 45.8 44.9 44.0 43.1 42.3 44.4 54.1 53.1 52.0 51.0 50.0 49.0 48

34、.0 47.1 46.2 45.3 44.4 43.5 42.6 44.6 54.6 53.5 52.5 51.5 50.4 49.4 48.5 47.5 46.6 45.7 44.8 43.9 43.0 44.8 55.1 54.0 52.9 51.9 50.9 49.9 48.9 47.9 47.0 46.1 45.1 44.3 43.4 45.0 55.6 54.5 53.4 52.4 51.3 50.3 49.3 48.3 47.4 46.5 45.5 44.6 43.8 45.2 56.1 55.0 53.9 52.8 51.8 50.7 49.7 48.8 47.8 46.9 45

35、.9 45.0 44.1-/(，*)|&：，；(。$（;7区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-45.4 56.5 55.4 54.3 53.3 52.2 51.2 50.2 49.2 48.2 47.3 46.3 45.4 44.5 45.6 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.6 48.6 47.7 46.7 45.8 44.9 45

36、.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 45.3 46.0 58.0 56.9 55.7 54.6 53.6 52.5 51.5 50.5 49.5 48.5 47.5 46.6 45.7 46.2 58.5 57.3 56.2 55.1 54.0 52.9 51.9 50.9 49.9 48.9 47.9 47.0 46.1 平均回弹值Rm 测区混凝土强度换算值 ci,cuf （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

37、 6 46.4 59.0 57.8 56.7 55.6 54.5 53.4 52.3 51.3 50.3 49.3 48.3 47.4 46.4 46.6 59.5 58.3 57.2 56.0 54.9 53.8 52.8 51.7 50.7 49.7 48.7 47.8 46.8 46.8 60.0 58.8 57.6 56.5 55.4 54.3 53.2 52.2 51.1 50.1 49.1 48.2 47.2 47.0 59.3 58.1 57.0 55.8 54.7 53.7 52.6 51.6 50.5 49.5 48.6 47.6 47.2 59.8 58.6 57.4 56

38、.3 55.2 54.1 53.0 52.0 51.0 50.0 49.0 48.0 47.4 60.0 59.1 57.9 56.8 55.6 54.5 53.5 52.4 51.4 50.4 49.4 48.4 47.6 59.6 58.4 57.2 56.1 55.0 53.9 52.8 51.8 50.8 49.8 48.8 47.8 60.0 58.9 57.7 56.6 55.4 54.4 53.3 52.2 51.2 50.2 49.2 48.0 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.6 48.2 59.8 58.6 57

39、.5 56.3 55.2 54.1 53.1 52.0 51.0 50.0 48.4 60.0 59.1 57.9 56.8 55.7 54.6 53.5 52.5 51.4 50.4 48.6 59.6 58.4 57.3 56.1 55.0 53.9 52.9 51.8 50.8 48.8 60.0 58.9 57.7 56.6 55.5 54.4 53.3 52.2 51.2 49.0 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.6 49.2 59.8 58.6 57.5 56.3 55.2 54.1 53.1 52.0 49.4 60.0 59.1 57

40、.9 56.8 55.7 54.6 53.5 52.4 49.6 59.6 58.4 57.2 56.1 55.0 53.9 52.9 49.8 60.0 58.8 57.7 56.6 55.4 54.3 53.3 50.0 59.3 58.1 57.0 55.9 54.8 53.7 50.2 59.8 58.6 57.4 56.3 55.2 54.1 50.4 60.0 59.0 57.9 56.7 55.6 54.5 50.6 59.5 58.3 57.2 56.0 54.9-/(，*)|&：，；(。$（;8区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按

41、时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-50.8 60.0 58.8 57.6 56.5 55.4 51.0 59.2 58.1 56.9 55.8 51.2 59.7 58.5 57.3 56.2 51.4 60.0 58.9 57.8 56.6 51.6 59.4 58.2 57.1 51.8 59.8 58.7 57.5 52.0 60.0 59.1 57.9 52.2 59.5 58.4 52.4 60.0 58.8 52.6 59.2 52.8 59

42、.7 注:表中未注明的测区混凝土强度换算值为小于 10 MPa 或大于 60MPa。表中数值是根据曲线方程)0173.0(9400.110034488.0dmRf计算。附录 C 非水平方向检测时的回弹值修正值 表 C 非水平方向检测时的回弹值修正值 mR 检 测 角 度 向 上 向 下 90 60 45 30-30-45-60-90 20-6.0-5.0-4.0-3.0+2.5+3.0+3.5+4.0 21-5.9-4.9-4.0-3.0+2.5+3.0+3.5+4.0 22-5.8-4.8-3.9-2.9+2.4+2.9+3.4+3.9 23-5.7-4.7-3.9-2.9+2.4+2.9+

43、3.4+3.9 24-5.6-4.6-3.8-2.8+2.3+2.8+3.3+3.8 25-5.5-4.5-3.8-2.8+2.3+2.8+3.3+3.8 26-5.4-4.4-3.7-2.7+2.2+2.7+3.2+3.7 27-5.3-4.3-3.7-2.7+2.2+2.7+3.2+3.7 28-5.2-4.2-3.6-2.6+2.1+2.6+3.1+3.6 29-5.1-4.1-3.6-2.6+2.1+2.6+3.1+3.6 30-5.0-4.0-3.5-2.5+2.0+2.5+3.0+3.5 31-4.9-4.0-3.5-2.5+2.0+2.5+3.0+3.5 32-4.8-3.9-3

44、.4-2.4+1.9+2.4+2.9+3.4 33-4.7-3.9-3.4-2.4+1.9+2.4+2.9+3.4 34-4.6-3.8-3.3-2.3+1.8+2.3+2.8+3.3 35-4.5-3.8-3.3-2.3+1.8+2.3+2.8+3.3 36-4.4-3.7-3.2-2.2+1.7+2.2+2.7+3.2 37-4.3-3.7-3.2-2.2+1.7+2.2+2.7+3.2 38-4.2-3.6-3.1-2.1+1.6+2.1+2.6+3.1-/(，*)|&：，；(。$（;9区混土度算确求法，和于未值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正

45、修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-39-4.1-3.6-3.1-2.1+1.6+2.1+2.6+3.1 40-4.0-3.5-3.0-2.0+1.5+2.0+2.5+3.0 41-4.0-3.5-3.0-2.0+1.5+2.0+2.5+3.0 42-3.9-3.4-2.9-1.9+1.4+1.9+2.4+2.9 43-3.9-3.4-2.9-1.9+1.4+1.9+2.4+2.9 44-3.8-3.3-2.8-1.8+1.3+1.8+2.3+2.8 45-3.8-3.3-2

46、.8-1.8+1.3+1.8+2.3+2.8 46-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.7 47-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.7 48-3.6-3.1-2.6-1.6+1.1+1.6+2.1+2.6 49-3.6-3.1-2.6-1.6+1.1+1.6+2.1+2.6 50-3.5-3.0-2.5-1.5+1.0+1.5+2.0+2.5 注：1 mR小于 20 或大于 50 时，分别按 20 或 50 查表；2 表中未列入的相应于mR的修正值mR，可用内插法求得，精确至 0.1。-/(，*)|&：，；(。$（;10区混土度算确求法，和于未

47、值修况筑常板一侧底构数正底浇关有值正面浆一数修筑浇有表 按时于或小（值（值（正修回筑正修弹浇 确得内，修应入未表 时于或于角测正的时平非正值回检向算程方是 或值换凝混明度换土化值换凝弹（化值算凝值（值深值度土弹（值深（换土弹算换强泵-附录 D 不同浇筑面的回弹值修正值 表 D 不同浇筑面的回弹值修正值 tRm或bmR 表面修正值（taR）底面修正值（baR）tRm或bmR 表面修正值（taR）底面修正值（baR）20+2.5-3.0 36+0.9-1.4 21+2.4-2.9 37+0.8-1.3 22+2.3-2.8 38+0.7-1.2 23+2.2-2.7 39+0.6-1.1 24+2

48、.1-2.6 40+0.5-1.0 25+2.0-2.5 41+0.4-0.9 26+1.9-2.4 42+0.3-0.8 27+1.8-2.3 43+0.2-0.7 28+1.7-2.2 44+0.1-0.6 29+1.6-2.1 45 0-0.5 30+1.5-2.0 46 0-0.4 31+1.4-1.9 47 0-0.3 32+1.3-1.8 48 0-0.2 33+1.2-1.7 49 0-0.1 34+1.1-1.6 50 0 0 35+1.0-1.5 注：1tmR或bmR小于 20 或大于 50 时，分别按 20 或 50 查表；2 表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；3 表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；4 表中未列入相应于tmR或bmR的taR和baR，可用内插法求得，精确至 0.1。:?￥-;?,：】）】；: