回弹法测试混凝土强度换算表

1、回弹法测试混凝土强度技术规 制区混醫土强度换算值(MPa) j-TTF 回禅值平均孩化棵度值(唤) Rm 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4,5 5.0 5.5 .0 20.0 103 104 - 20.2 10.5 10.3 10.0 20.4 10.7 10.5 10.2 - j 20.6 mo 10.8 10.1 20.8 11.2 U.O 10.6 10.3 2L0 1L4 11.2 10.8 10,5 10.0 1 2L2 11,6 11.4 1E0 10,7 10.2 E r 2L4 1EB 1L6 IL2 10.9 10*4 10.0 2h6

2、12-0 1L8 11.4 H,0 tO.6 10-2 一 - 亠 一 21.8 12,3 12,1 Ik7 11.3 10.8 10.5 10.1 22-0 123 12.2 11.9 11-5 ll+0 10.6 10.2 22.2 12.7 12.4 12.1 U.7 11.2 10.8 10,4 10.0 P- 22.4 134 12.7 12.4 12.0 1E4 11,0 10.7 10.3 10.0 一 22.6 2 12.9 12.5 12.1 LE6 11*2 10.8 10.4 10.2 22.8 13.4 13J 12*7 12.3 1L8 11.4 nJ 10.6 10

3、3 234 13.7 13.4 13.0 12.6 12.1 “6 11-2 10*8 10.5 10.1 23.2 I 13.9 13.6 13.2 12.8 12.2 11.8 11.4 11.0 10,7 10.3 10.0 23.4 144 13,8 13.4 13. U 12.4 12.0 11,6 11.2 10,9 10.4 10.2 一 23.6 U,4 14.1 13.7 13.2 12*7 .12,2 11.8 1U4 11.1 10,7 10.4 10.1 23.8 14, 14.3 13-9 13.4 12.8 112,4 12,0 1L5 1K2 10.8 10,5

4、10.2 嬢表G 平均 回弹值 Ro. : 测区混凝土强度换算值-尺 6.0 24.0 14.9 14.6 14.2 13,7 13.1 127 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 61 14.6 対,2 13.6 13A 12.6 12,2 11.9 11.4 114 10.8 10.4 24.6 15.6 15.3 148 14.4 13.7 13.3 12.8 12.3 12.0 11,5 11.

5、2 10.9 10.6 24.8 15.9 156 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 14.9 143 13.8 13.3 12.8 12.5 12.0 11.7 11.3 10.9 25.2 16.4 16J 15.6 15.1 14.4 139 13.4 13.0 12.6 12,1 118 11.5 1L0 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 1L2 25.6 69 16.6 16

6、4 15.7 14.9 14,4 13.9 13.4 13.0 12,5 12.2 11.8 1L3 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 69 16.4 15.7 15,1 14,6 14.0 13.7 13.2 12.8 12.4 1E8 26.4 18.0 17.6 174 16.6 15.8 15.3 14.8 14.

7、2 13.9 13.3 13.0 12.6 12.0 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.

8、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 12.7 276 19,7 19,3 18.7 18,0 17.2 16.6 16.1 15.4 151 14.5 14.1 13.6 127 13.0 28.0 20.3 19.7 19.2 18.4 17.6 17.0 16.5 158 15.4 14.8 14.4 13.9 13.2 28.2 20.6 20,0 19.5 18.6 17.8 17.2 16.7 160 15.6 15.0 14,6 14.0 13.3 28.4 20.9 20.

9、3 19.7 18.8 18.0 17.4 16.9 16.2 68 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 16,0 154 15.0 14.3 13.6 288 21.5 20.9 20.2 194 18.5 17.8 18.3 16.6 162 15.6 152 14.5 13.8 续衰G T 测区混凝土强度换算值(MPa) 平均碳化深度值“巾(mm) 0 0.5 1.0 1,5 2.0 2.5 3.0 3.5 4.0 45 5.0 5.5 6.0 29.0 21,8 21.1 20.5 19.6

10、187 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 20.2 193 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 64 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

11、 16.6 16.2 15.3 14.5 30.0 233 22.6 21.9 21.0 20.0 19.3 18.6 17.9 17.4 16.8 164 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 2L9 20.9 20.2 19.4 18.7 18.0 17.5 17.0 16.0 15,2 30

12、.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 18.1 176 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.

13、3 22.3 2E5 20.7 19.9 19.2 1&6 18.0 17.1 16,0 31.8 26.2 25.4 24.6 23.6 22.5 21.7 210 1 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

14、 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 24.0 232 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 33.2 286 27.7 26.8 25.7 24.6 23.7 22.9 22.0 21-2 20.5 19.6 18.7 1

15、7.6 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 18.0 338 296 28.7 27.7 26.6 25.4 244 23.5 22.8 21.9 21.1 20.2 19.3 18.2 Mg 酒区混凝土强度换算值 益,(MPa) 回弹值 Rm 平均碳化深度值九 (mm) 0 0.5 1.0 E5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6

16、.0 34.0 30.0 29,1 28.0 26.8 25.6 25,6 23.7 23.0 22.1 21.3 20.4 19.5 1&3 34,2 303 29.4 283 27.0 25.8 24.8 23.9 23.2 223 215 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

17、.6 26.4 25.4 24.5 238 22.9 22.1 21.2 20.2 19,0 35.0 3L8 30.8 29.6 28.0 26.7 25,8 24.8 24.0 23.2 22.3 21.4 20.4 19.2 35.2 321 31.1 29.9 28.2 27.0 26.0 25.0 24.2 23.4 22.5 216 20.6 19-4 35.4 325 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

18、.0 23.0 22.0 2L0 19.8 35.8 333 32.3 31.0 29.3 28.0 27,0 26.0 25.0 24,3 23.3 22.2 21.2 20.0 36.0 336 32.6 31.2 29.6 28,2 27.2 262 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 3

19、6.6 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 34.4 330 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 28.0 263 26.2 25.1 237 22.6 21,5 374 36.3 35.2 33.8 31.9

20、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 22.0 378 374 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

21、.7 26.5 25.0 239 23.7 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 MG 回弹值 Rm 测区混凝土强度换算值盒，(MPa) 平均碳化深度值dm (mm) 0 0.5 E0 E5 2.0 2.5 3.0 3

22、,5 4.0 4.5 5,0 5.5 6.0 390 39.5 382 36.7 34.7 330 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 37.3 353 336 324 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.

23、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 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 41J 39.4 37.2

24、 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 4L0 43.7 42.0 40.2 38.0 36.0 34.8 33.2 32.3 31.5 29.7 28,4 27.1 26.2 412 44.1 42.3 40.6 38.4 36.3 351 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

25、.0 303 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 4L8 45.4 43,6 41.8 39,5 37,2 36.0 34.5 336 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 3R.0 36.6 35.2 34.3 33.3 31.5 30J 28.7 27.8 4

26、2.4 467 44.8 43.0 406.0 44.0 50,4 44 46.4 43.8 41.3 39.8 38.3 37.3 36.3 34.3 32.8 31.2 30.2 44.2 50.8 48.8 46.7 44.2 41.7 40 A 38.6 37.6 36.6 34,5 33.0 315 30.5 44.4 513 49.2 47.2 44.6 42.1 40.5 39.0 38.0 36.9 34.9 33.3 31 4 50.5 47.6 45.8 44.1 42.9 41,8 39.4 37,7 36.0 348 47.4 58.5 56.2 53.8 50.9 4

27、8.0 46,2 44.5 43,3 42.1 39.8 38.0 36.3 35.1 476 59.0 56.6 54.3 51.3 48.4 46.6 44.8 43.7 42,5 40.1 38.4 36.6 35.4 47.8 59.5 57,1 54.7 51.8 48.8 47.0 45.2 44.0 42.8 40.5 38.7 36.9 35.7 48.0 60.0 57.6 55.2 52.2 49.2 47.4 45.6 44.4 43.2 40.8 39.0 37.2 36.0 4B.2 58.0 55.7 52.6 49.6 47.8 46.0 44.8 43.6 41

28、.1 39.3 37.5 363 48.4 58.6 56.1 53.1 50.0 48.2 464 454 43.9 415 396 37.8 36.6 48.6 59,0 56.6 53.5 50.4 48.6 46.7 45.5 44.3 41.8 40-0 38.1 369 48.8 - 595 571 540 50.9 49.0 47.1 45.9 44.6 42.2 40.3 38.4 37.2 Mg 平均弩混凝土强度换算值空吧 回弹值平均碳化深度值 血(mm) Rm 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 49.0 60

29、.0 57.5 54.4 51.3 49.4 47,5 46.2 45.0 42,5 40.6 3&8 37.5 49.2 58.0 54.8 5L7 49.8 47.9 46.6 45.4 42.8 41,0 39.1 37.8 49.4 5&$ 55.3 52.1 50.2 48.3 47.1 45.8 43.2 41.3 39.4 38.2 49.6 58.9 55.7 52.5 50.6 48.7 47.4 46.2 43.6 41.7 39.7 38.5 49.8 59.4 56.2 53.0 51.0 49.1 47,8 46.5 43.9 42.0 40.1 38.8 50.0

30、59.9 56.7 53.4 51.4 49.5 48.2 46.9 44.3 42.3 40.4 39.1 50.2 57.1 53.8 51.9 49.9 48.5 47.2 44.6 42.6 40.7 39.4 50.4 - 57.6 54.3 52.3 50.3 49.0 47.7 45.0 43.0 41.0 39.7 50.6 58.0 54.7 52.7 50.7 49.4 48.0 45.4 43.4 41.4 40.0 50.8 58.5 551 531 5L1 49.8 48.4 45.7 43.7 41.7 40.3 51.0 - 59.0 55.6 53.5 51.5 50.1 48.8 46.1 44.1 42.0 40.7 51.2 59.4 56-0 54.0 51.9 50.5 49.2 46.4 44,4 42.3 41.0 51.4 59.9 56.4 54.4 523 50,9 496 46.8