续表B 续表B 刻区混凝土强度换算值，(MP) 平均回 平均回 薄区混凝土强度换算值，(MP) 弹值 平均碳化探度值dm(mm) 弹值 平均化深度值dm《mm) 0.00.51.01,52.0 253.054.04.55.05.5 ≥6 R Q.o 051.01.5 20.53030455.05.5≥6 22.6 14.6 13.8 12.712.512.212.0 11. 11.5 27.4 21.220.820.420.019.619.21881&518113.717.417.116.7 22.8 14.0 13212912.712.412.2 11.7 27.6 21.521.120.720.319.919.519.118.718418.017.617.3 17. 23.0 3 13.112912.612.4 12 11.9 27.8 21.4210 20.620.219.8 19.4 19. 18,6183 17.917. 17.2 23.2 a613.413.112.812.6 12 12 28.0 22 21. 721. 20920.420.0 19.61,3 18.918 18117. 17.4 23.4 15.615.315. 14.7 1.913.5 13.313.1128 126 12.3 22 22.422.021.6 21.1120. 19.9 9 184 18 17. 23.6 15.615. 15.014 13.81 133130 12.5 284 22.822.321.921.421.020.6202198 1.419.0 186 18 17.9 23. 15.85.5 132 12.7 2级.6 2.122622.221.721.320.920520.1 19. 13 18 18.2 16.115.8 15. 14.9 14.3 13.7 13.5 13. 12.9 28.8 234229 22.522021.621. 20.720.319. 19. 24.2 15.715 15. 14.8 213 13 13 11 29.0 23.723.222.822.321.921. 21.0 20.6 202 19.8 24.4 16.616. 53 14. 14 13.3 29.2 24023.523.122.6 22.2 21 21. 20. 20, 19 b. 16. 16. 5, 14 13.6 29.6 23.923.422.9 225 20,8 17.116. 5 14 4 13.8 29.6 24.724,223.7232 22.8 2 21 20.6 20. 17 16 15.8 18 15 14. 14.0 29. 24.5 23 2 15 115 14 14.2 23.8 23.422. 21.6 21. 20. 18 17. 6.9 15.9 15 15.0 14. 14.4 30.2 25 251 24.2 23.7 23. 2 21 21.0 141 0.4 25. 2. 21. 14.s 30.6 25.82 40 15.1 30.8 25 26.2 9. 9. 153 3L.0 27. 26.425.925.424.9244 23.022.522121.7 2L.2 26.419.819.419.018.618.217.9 17.21616. 16 15.6 31.227.326.826.225.725.224.7 22.822.421.9 21. 26.620.0 19.619. 18.9 17.817.417.116.8 16 15.8 31.4 2,727.126.626.025.525,024 24.123.623.122.722.221.8 26820.319.919.519218.818.4 18017.717.317.0 16.7 16. 16.0 31.6 28.027.425.926.425.925.324.824.423.923.422922.522.0 27.020.620.219.a19.419.118.718.317.017.617.216.916616.2 31.8 28.327.827.226.726.225.725.124.724.223.723.2 22.8 22.3 27.220.920.520.119.719.318.918.618217.817.517.116.816.5 32.0 28.728.127.627.026.526.025.525024.524,023,523.022.6 27 标准分享网WWW,bzfx.com免费下载www.bzfxw.com 标准分享网 www.bzfxw.com 免费下载