1、回弹法检测混凝土强度计算书建设单位 报告编号 施工日期2012.10.23 报告日期 27天龄期施工单位 工程名称 金寨路特大桥46#墩9块混凝土试块 试验日期 2012.11.19工程部位 回弹仪型号/编号 检验依据 JGJ/T23-2011混凝土强度等级FcuC50 检测角度Rma水平 炭化深度dm0.5混凝土输送方式K 泵送浇注面Rba/Rta侧面修正值（Ra)测点个数n 10测点数弹击数1 2 3 4 5 6 7 8 9 10 11 12 13 141 32 32 34 32 32 34 32 32 34 342 39 31 32 39 31 32 39 31 32 323 32 33
2、 30 32 33 30 32 33 30 304 33 36 40 33 36 40 33 36 40 405 34 34 30 34 34 30 34 34 30 306 40 30 31 40 30 31 40 30 31 317 36 31 36 36 31 36 36 31 36 368 36 31 34 36 31 34 36 31 34 349 30 34 40 30 34 40 30 34 40 4010 32 36 31 32 36 31 32 36 31 3111 32 33 30 32 33 30 32 33 30 3012 30 31 34 30 31 34 30 31
3、 34 3413 31 31 41 31 31 41 31 31 41 4114 31 37 40 31 37 40 31 37 40 4015 36 30 33 36 30 33 36 30 33 3316 31 30 32 31 30 32 31 30 32 32混凝土强度回弹值修正计算平均值 32.9 32.1 33.7 32.9 32.1 33.7 32.9 32.1 33.7 33.7 / / / /检测角度修正系数 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / / / /检测角度修正结果 32.9 32.1 33.7 32.9 32.1 33.
4、7 32.9 32.1 33.7 33.7 / / / /浇注面修正系数 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 / / / /浇注面修正结果 32.9 32.1 33.7 32.9 32.1 33.7 32.9 32.1 33.7 33.7 / / / /非泵送强度换算值 27.4 26.1 28.7 27.4 26.1 28.7 27.4 26.1 28.7 28.7 / / / /泵送砼强度换算值 29.8 28.5 31.3 29.8 28.5 31.3 29.8 28.5 31.3 31.3 / / / /混凝土强度推算值(fcu,e)的确定评
5、定结果 29.8 28.5 31.3 29.8 28.5 31.3 29.8 28.5 31.3 31.3 / / / /单个等级 60% 57% 63% 60% 57% 63% 60% 57% 63% 63% / / / /平均值mfccu 标准差sfccu 最大值fccu,max 强度推算值fcu,e 达到设计等级%mfccu= sfccu=31.3 当N10组时 fcu= 50.0最小值fccu,min Fcu,e=Mfccu-1.645SFccu 56%30.0 1.2 28.5 28.0 检查强度 不合格批准 审核 试验 记录 计算回弹法检测混凝土强度计算书建设单位 报告编号 报告日
6、期施工单位 工程名称 试验日期工程部位 124年前地下室墙及外墙 回弹仪型号/编号 检验依据 JGJ/T23-2001混凝土强度等级FcuC30 检测角度Rma水平 炭化深度dm0.0混凝土输送方式K 泵送浇注面Rba/Rta侧面修正值（Ra)测点个数n 14测点数弹击数1 2 3 4 5 6 7 8 9 10 11 12 13 141 32 33 32 30 32 30 30 29 37 28 32 32 28 342 36 34 36 32 28 30 26 29 29 30 34 34 28 303 34 32 35 32 30 28 29 29 27 32 33 36 27 314 2
7、8 32 32 31 31 32 36 30 26 28 34 35 28 295 33 33 30 32 30 30 30 29 32 30 35 32 28 326 31 32 28 33 29 29 30 31 28 32 36 32 26 307 32 34 29 29 37 30 30 28 29 28 34 31 32 298 31 32 30 36 30 30 33 26 28 31 35 42 26 289 33 32 29 32 36 30 30 26 23 28 37 31 28 2910 35 34 36 30 31 34 33 26 30 30 34 33 28 301
8、1 32 34 32 32 30 29 33 26 27 32 28 34 30 3012 33 34 30 33 28 32 32 30 30 42 35 34 28 2813 32 30 34 39 28 30 31 29 28 38 34 32 28 3114 34 31 32 34 30 35 28 29 27 36 37 34 26 3315 36 34 31 28 29 28 32 30 30 35 36 34 28 3416 34 36 30 32 30 34 31 30 34 28 36 33 29 32混凝土强度回弹值修正计算平均值 32.9 33.0 31.3 31.9 3
9、0.0 30.3 30.9 28.8 28.6 30.8 34.7 33.2 27.9 30.4检测角度修正系数 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0检测角度修正结果 32.9 33.0 31.3 31.9 30.0 30.3 30.9 28.8 28.6 30.8 34.7 33.2 27.9 30.4浇注面修正系数 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0浇注面修正结果 32.9 33.0 31.3 31.9 30.0 30.3 30.9 28.8
10、 28.6 30.8 34.7 33.2 27.9 30.4强度换算值 28.2 28.2 25.6 26.5 23.3 23.9 24.9 21.5 21.2 24.6 31.4 28.6 20.3 23.9泵送系数 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5混凝土强度推算值(fcu,e)的确定评定结果 32.7 32.7 30.1 31.0 27.8 28.4 29.4 26.0 25.7 29.1 35.9 33.1 24.8 28.4单个等级 109% 109% 100% 103% 93% 95% 98% 87% 86
11、% 97% 120% 110% 83% 95%平均值mfccu 标准差sfccu 最大值fccu,max 强度推算值fcu,e 达到设计等级%mfccu= sfccu=35.9 当N10组时 fcu= 30.0最小值fccu,min Fcu,e=Mfccu-1.645SFccu 81%29.7 3.2 24.8 24.4 检查强度 不合格批准 审核 试验 记录 计算附录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fccu,i(MPa)平均炭化深度值dm(mm)0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.020.0 10.3 10.120.2
12、 10.5 10.3 10.020.4 10.7 10.5 10.220.6 11.0 10.8 10.4 10.120.8 11.2 11.0 10.6 10.321.0 11.4 11.2 10.8 10.5 10.021.2 11.6 11.4 11.0 10.7 10.221.4 11.8 11.6 11.2 10.9 10.4 10.021.6 12.0 11.8 11.4 11.0 10.6 10.221.8 12.3 12.1 11.7 11.3 10.8 10.5 10.122.0 12.5 12.2 11.9 11.5 11.0 10.6 10.222.2 12.7 12.4
13、 12.1 11.7 11.2 10.8 10.4 10.022.4 13.0 12.7 12.4 12.0 11.4 11.0 10.7 10.3 10.022.6 13.2 12.9 12.5 12.1 11.6 11.2 10.8 10.4 10.222.8 13.4 13.1 12.7 12.3 11.8 11.4 11.0 10.6 10.323.0 13.7 13.4 13.0 12.6 12.1 11.6 11.2 10.8 10.5 10.123.2 13.9 13.6 13.2 12.8 12.2 11.8 11.4 11.0 10.7 10.3 10.023.4 14.1
14、13.8 13.4 13.0 12.4 12.0 11.6 11.2 10.9 10.4 10.223.6 14.4 14.1 13.7 13.2 12.7 12.2 11.8 11.4 11.1 10.7 10.423.8 14.6 14.3 13.9 13.4 12.8 12.4 12.0 11.5 11.2 10.8 10.524.0 14.9 14.6 14.2 13.7 13.1 12.7 12.2 11.8 11.5 11.0 10.724.2 15.1 14.8 14.3 13.9 13.3 12.8 12.4 11.9 11.6 11.2 10.924.4 15.4 15.1
15、14.6 14.2 13.6 13.1 12.6 12.2 11.9 11.4 11.124.6 15.6 15.3 14.8 14.4 13.7 13.3 12.8 12.3 12.0 11.5 11.224.8 15.9 15.6 15.1 14.6 14.0 13.5 13.0 12.6 12.2 11.8 11.425.0 16.2 15.9 15.4 14.9 14.3 13.8 13.3 12.8 12.5 12.0 11.725.2 16.4 16.1 15.6 15.1 14.4 13.9 13.4 13.0 12.6 12.1 11.825.4 16.7 16.4 15.9
16、15.4 14.7 14.2 13.7 13.2 12.9 12.4 12.025.6 16.9 16.6 16.1 15.7 14.9 14.4 13.9 13.4 13.0 12.5 12.225.8 17.2 16.9 16.3 15.8 15.1 14.6 14.1 13.6 13.2 12.7 12.426.0 17.5 17.2 16.6 16.1 15.4 14.9 14.4 13.8 13.5 13.0 12.626.2 17.8 17.4 16.9 16.4 15.7 15.1 14.6 14.0 13.7 13.2 12.826.4 18.0 17.6 17.1 16.6
17、15.8 15.3 14.8 14.2 13.9 13.3 13.026.6 18.3 17.9 17.4 16.8 16.1 15.6 15.0 14.4 14.1 13.5 13.226.8 18.6 18.2 17.7 17.1 16.4 15.8 15.3 14.6 14.3 13.8 13.427.0 18.9 18.5 18.0 17.4 16.6 16.1 15.5 14.8 14.6 14.0 13.627.2 19.1 18.7 18.1 17.6 16.8 16.2 15.7 15.0 14.7 14.1 13.827.4 19.4 19.0 18.4 17.8 17.0
18、16.4 15.9 15.2 14.9 14.3 14.027.6 19.7 19.3 18.7 18.0 17.2 16.6 16.1 15.4 15.1 14.5 14.127.8 20.0 19.6 19.0 18.2 17.4 16.8 16.3 15.6 15.3 14.7 14.228.0 20.3 19.7 19.2 18.4 17.6 17.0 16.5 15.8 15.4 14.8 14.428.2 20.6 20.0 19.5 18.6 17.8 17.2 16.7 16.0 15.6 15.0 14.628.4 20.9 20.3 19.7 18.8 18.0 17.4
19、16.9 16.2 15.8 15.2 14.828.6 21.2 20.6 20.0 19.1 18.2 17.6 17.1 16.4 16.0 15.4 15.028.8 21.5 20.9 20.2 19.4 18.5 17.8 17.3 16.6 16.2 15.6 15.229.0 21.8 21.1 20.5 19.6 18.7 18.1 17.5 16.8 16.4 15.8 15.429.2 22.1 21.4 20.8 19.9 19.0 18.3 17.7 17.0 16.6 16.0 15.629.4 22.4 21.7 21.1 20.2 19.3 18.6 17.9
20、17.2 16.8 16.2 15.829.6 22.7 22.0 21.3 20.4 19.5 18.8 18.2 17.5 17.0 16.4 16.029.8 23.0 22.3 21.6 20.7 19.8 19.1 18.4 17.7 17.2 16.6 16.230.0 23.3 22.6 21.9 21.0 20.0 19.3 18.6 17.9 17.4 16.8 16.430.2 23.6 22.9 22.2 21.2 20.3 19.6 18.9 18.2 17.6 17.0 16.630.4 23.9 23.2 22.5 21.5 20.6 19.8 19.1 18.4
21、17.8 17.2 16.830.6 24.3 23.6 22.8 21.9 20.9 20.2 19.4 18.7 18.0 17.5 17.030.8 24.6 23.9 23.1 22.1 21.2 20.4 19.7 18.9 18.2 17.7 17.231.0 24.9 24.2 23.4 22.4 21.4 20.7 19.9 19.2 18.4 17.9 17.431.2 25.2 24.4 23.7 22.7 21.7 20.9 20.2 19.4 18.6 18.1 17.631.4 25.6 24.8 24.1 23.0 22.0 21.2 20.5 19.7 18.9
22、18.4 17.831.6 25.9 25.1 24.3 23.3 22.3 21.5 20.7 19.9 19.2 18.6 18.031.8 26.2 25.4 24.6 23.6 22.5 21.7 21.0 20.2 19.4 18.9 18.232.0 26.5 25.7 24.9 23.9 22.8 22.0 21.2 20.4 19.6 19.1 18.432.2 26.9 26.1 25.3 24.2 23.1 22.3 21.5 20.7 19.9 19.4 18.632.4 27.2 26.4 25.6 24.5 23.4 22.6 21.8 20.9 20.1 19.6
23、18.832.6 27.6 26.8 25.9 24.8 23.7 22.9 22.1 21.3 20.4 19.9 19.032.8 27.9 27.1 26.2 25.1 24.0 23.2 22.3 21.5 20.6 20.1 19.233.0 28.2 27.4 26.5 25.4 24.3 23.4 22.6 21.7 20.6 20.3 19.433.2 28.6 27.7 26.8 25.7 24.6 23.7 22.9 22.0 21.2 20.5 19.633.4 28.9 28.0 27.1 26.0 24.9 24.0 23.1 22.3 21.4 20.7 19.83
24、3.6 29.3 28.4 27.4 26.4 25.2 24.2 23.3 22.6 21.7 20.9 20.033.8 29.6 28.7 27.7 26.6 25.4 24.4 23.5 22.8 21.9 21.1 20.234.0 30.0 29.1 28.0 26.8 25.6 24.6 23.7 23.0 22.1 21.3 20.434.2 30.3 29.4 28.3 27.0 25.8 24.8 23.9 23.2 22.3 21.5 20.634.4 30.7 29.8 28.6 27.2 26.0 25.0 24.1 23.4 22.5 21.7 20.834.6 3
25、1.1 30.2 28.9 27.4 26.2 25.2 24.3 23.6 22.7 21.9 21.034.8 31.4 30.5 29.2 27.6 26.4 25.4 24.5 23.8 22.9 22.1 21.235.0 31.8 30.8 29.6 28.0 26.7 25.8 24.8 24.0 23.2 22.3 21.435.2 32.1 31.1 29.9 28.2 27.0 26.0 25.0 24.2 23.4 22.5 21.635.4 32.5 31.5 30.2 28.6 27.3 26.3 25.4 24.4 23.7 22.8 21.835.6 32.9 3
26、1.9 30.6 29.0 27.6 26.6 25.7 24.7 24.0 23.0 22.035.8 33.3 32.3 31.0 29.3 28.0 27.0 26.0 25.0 24.3 23.3 22.236.0 33.6 32.6 31.2 29.6 28.2 27.2 26.2 25.2 24.5 23.5 22.436.2 34.0 33.0 31.6 29.9 28.6 27.5 26.5 25.5 24.8 23.8 22.636.4 34.4 33.4 32.0 30.3 28.9 27.9 26.8 25.8 25.1 24.1 22.836.6 34.8 33.8 3
27、2.4 30.6 29.2 28.2 27.1 26.1 25.4 24.4 23.036.8 35.2 34.1 32.7 31.0 29.6 28.5 27.5 26.4 25.7 24.6 23.237.0 35.5 34.4 33.0 31.2 29.8 28.8 27.7 26.6 25.9 24.8 23.437.2 35.9 34.8 33.4 31.6 30.2 29.1 28.0 26.9 26.2 25.1 23.737.4 36.3 35.2 33.8 31.9 30.5 29.4 28.3 27.2 26.5 25.4 24.037.6 36.7 36.5 34.1 3
28、2.3 30.8 29.7 28.6 27.5 26.8 25.7 24.237.8 37.1 36.0 34.5 32.6 31.2 30.0 28.9 27.8 27.1 26.0 24.538.0 37.5 36.4 34.9 33.0 31.5 30.3 29.2 28.1 27.4 26.2 24.838.2 37.9 36.8 35.2 33.4 31.8 30.6 29.5 28.4 27.7 26.5 25.038.4 38.3 37.2 35.6 33.7 32.1 30.9 29.8 28.7 28.0 26.8 25.338.6 38.7 37.5 36.0 34.1 3
29、2.4 31.2 30.1 29.0 28.3 27.0 25.538.8 39.1 37.9 36.4 34.4 32.7 31.5 30.4 29.3 28.5 27.2 25.839.0 39.5 38.2 36.7 34.7 33.0 31.8 30.6 29.6 28.8 27.4 26.039.2 39.9 38.5 37.0 35.0 33.3 32.1 30.8 29.8 29.0 27.6 26.239.4 40.3 38.8 37.3 35.3 33.6 32.4 31.0 30.0 29.2 27.8 26.439.6 40.7 39.1 37.6 35.6 33.9 3
30、2.7 31.2 30.2 29.4 28.0 26.639.8 41.2 39.6 38.0 35.9 34.2 33.0 31.4 30.5 29.7 28.2 26.840.0 41.6 39.9 38.3 36.2 34.5 33.3 31.7 30.8 30.0 28.4 27.040.2 42.0 40.3 38.6 36.5 34.8 33.6 32.0 31.1 30.2 28.6 27.340.4 42.4 40.7 39.0 36.9 35.1 33.9 32.3 31.4 30.5 28.8 27.640.6 42.8 41.1 39.4 37.2 35.4 34.2 3
31、2.6 31.7 30.8 29.1 27.840.8 43.3 41.6 39.8 37.7 35.7 34.5 32.9 32.0 31.2 29.1 28.141.0 43.7 42.0 40.2 38.0 36.0 34.8 33.2 32.3 31.5 29.7 28.441.2 44.1 42.3 40.6 38.4 36.3 35.1 33.5 32.6 31.8 30.0 28.741.4 44.5 42.7 40.9 38.7 36.6 35.4 33.8 32.9 32.0 30.3 28.941.6 45.0 43.2 41.4 39.2 36.9 35.7 34.2 3
32、3.3 32.4 30.6 29.241.8 45.4 43.6 41.8 39.5 37.2 36.0 34.5 33.6 32.7 30.9 29.542.0 45.9 44.1 42.2 39.9 37.6 36.3 34.9 34.0 33.0 31.2 29.842.2 46.3 44.4 42.6 40.3 38.0 36.6 35.2 34.3 33.3 31.5 30.142.4 46.7 44.8 43.0 40.6 38.3 36.9 35.5 34.6 33.6 31.8 30.442.6 47.2 45.3 43.4 41.1 38.7 37.3 35.9 34.9 3
33、4.0 32.1 30.742.8 47.6 45.7 43.8 41.4 39.0 37.6 36.2 35.2 34.3 32.4 30.943.0 48.1 46.2 44.2 41.8 39.4 38.0 36.6 35.6 34.6 32.7 31.343.2 48.5 46.6 44.6 42.2 39.8 38.3 36.9 35.9 34.9 33.0 31.543.4 49.0 47.0 45.1 42.6 40.2 38.7 37.2 36.3 35.3 33.3 31.843.6 49.4 47.4 45.4 43.0 40.5 39.0 37.5 36.6 35.6 3
34、3.6 32.143.8 49.9 47.9 45.9 43.4 40.9 39.4 37.9 36.9 35.9 33.9 32.444.0 50.4 48.4 46.4 43.8 41.3 39.8 38.3 37.3 36.3 34.3 32.844.2 50.8 48.8 46.7 44.2 41.7 40.1 38.6 37.6 36.6 34.5 33.044.4 51.3 49.2 47.2 44.6 42.1 40.5 39.0 38.0 36.9 34.9 33.344.6 51.7 49.6 47.6 45.0 42.4 40.8 39.3 38.3 37.2 35.2 3
35、3.644.8 52.2 50.1 48.0 45.4 42.8 41.2 39.7 38.6 37.6 35.5 33.945.0 52.7 50.6 48.5 45.8 43.2 41.6 40.1 39.0 37.9 35.8 34.345.2 53.2 51.1 48.9 46.3 43.6 42.0 40.4 39.4 38.3 36.2 34.645.4 53.6 51.5 49.4 46.6 44.0 42.3 40.7 39.7 38.6 36.4 34.845.6 54.1 51.9 49.8 47.1 44.4 42.7 41.1 40.0 39.0 36.8 35.245
36、.8 54.6 52.4 50.2 47.5 44.8 43.1 41.5 40.4 39.3 37.1 35.546.0 55.0 52.8 50.6 47.9 45.2 43.5 41.9 40.8 39.7 37.5 35.846.2 55.5 53.3 51.1 48.3 45.5 43.8 42.2 41.1 40.0 37.7 36.146.4 56.0 53.8 51.5 48.7 45.9 44.2 42.6 41.4 40.3 38.1 36.446.6 56.5 54.2 52.0 49.2 46.3 44.6 42.9 41.8 40.7 38.4 36.746.8 57
37、.0 54.7 52.4 49.6 46.7 45.0 43.3 42.2 41.0 38.8 37.047.0 57.5 55.2 52.9 50.0 47.2 45.2 43.7 42.6 41.4 39.1 37.447.2 58.0 55.7 53.4 50.5 47.6 45.8 44.1 42.9 41.8 39.4 37.747.4 58.5 56.2 53.8 50.9 48.0 46.2 44.5 43.3 42.1 39.8 38.047.6 59.0 56.6 54.3 51.3 48.4 46.6 44.8 43.7 42.5 40.1 38.447.8 59.5 57
38、.1 54.7 51.8 48.8 47.0 45.2 44.0 42.8 40.5 38.748.0 60.0 57.6 55.2 52.2 49.2 47.4 45.6 44.4 43.2 40.8 39.048.2 58.0 55.7 52.6 49.6 47.8 46.0 44.8 43.6 41.1 39.348.4 58.6 56.1 53.1 50.0 48.2 46.4 45.1 43.9 41.5 39.648.6 59.0 56.6 53.5 50.4 48.6 46.7 45.5 44.3 41.8 40.048.8 59.5 57.1 54.0 50.9 49.0 47
39、.1 45.9 44.6 42.2 40.349.0 60.0 57.5 54.4 51.3 49.4 47.5 46.2 45.0 42.5 40.649.2 58.0 54.8 51.7 49.8 47.9 46.6 45.4 42.8 41.049.4 58.5 55.3 52.1 50.2 48.3 47.1 45.8 43.2 41.349.6 58.9 55.7 52.5 50.6 48.7 47.4 46.2 43.6 41.749.8 59.4 56.2 53.0 51.0 49.1 47.8 46.5 43.9 42.050.0 59.9 56.7 53.4 51.4 49.
40、5 48.2 46.9 44.3 42.350.2 57.1 53.8 51.9 49.9 48.5 47.2 44.6 42.650.4 57.6 54.3 52.3 50.3 49.0 47.7 45.0 43.050.6 58.0 54.7 52.7 50.7 49.4 48.0 45.4 43.450.8 58.5 55.1 53.1 51.1 49.8 48.4 45.7 43.751.0 59.0 55.6 53.5 51.5 50.1 48.8 46.1 44.151.2 59.4 56.0 54.0 51.9 50.5 49.2 46.4 44.451.4 59.9 56.4
41、54.4 52.3 50.9 49.6 46.8 44.751.6 56.9 54.8 52.7 51.3 50.0 47.2 45.151.8 57.3 55.2 53.1 51.7 50.3 47.5 45.452.0 57.8 55.7 53.6 52.1 50.7 47.9 45.852.2 58.2 56.1 54.0 52.5 51.1 48.3 46.252.4 58.7 56.5 54.4 53.0 51.5 48.7 46.552.6 59.1 57.0 54.8 53.4 51.9 49.0 46.952.8 59.6 57.4 55.2 53.8 52.3 49.4 47
42、.353.0 60.0 57.8 55.6 54.2 52.7 49.8 47.653.2 58.3 56.1 54.6 53.1 50.2 48.053.4 58.7 56.5 55.0 53.5 50.5 48.353.6 59.2 56.9 55.4 53.9 50.9 48.753.8 59.6 57.3 55.8 54.3 51.3 49.054.0 57.8 56.3 54.7 51.7 49.454.2 58.2 56.7 55.1 52.1 49.854.4 58.6 57.1 55.6 52.5 50.254.6 59.1 57.5 56.0 52.9 50.554.8 59
43、.5 57.9 56.4 53.2 50.955.0 59.9 58.4 56.8 53.6 51.355.2 58.8 57.2 54.0 51.655.4 59.2 57.6 54.4 52.055.6 59.7 58.0 54.8 52.455.8 58.5 55.2 52.856.0 58.9 55.6 53.256.2 59.3 56.0 53.556.4 59.7 56.4 53.956.6 56.8 54.356.8 57.2 54.757.0 57.6 55.157.2 58.0 55.557.4 58.4 55.957.6 58.9 56.357.8 59.3 56.758.
44、0 59.7 57.058.2 57.458.4 57.858.6 58.258.8 58.659.0 59.059.2 59.459.4 59.859.659.860.05.5 6.010.110.210.4 10.110.6 10.310.8 10.410.9 10.611.1 10.711.3 10.911.5 11.011.7 11.211.8 11.312.0 11.512.2 11.612.4 11.812.6 12.012.8 12.112.9 12.313.1 12.413.3 12.613.4 12.713.6 12.913.7 13.013.9 13.214.0 13.3附
45、录A 测区混凝土强度换算表测区混凝土强度换算值fccu,i(MPa)平均炭化深度值dm(mm)14.2 13.514.3 13.614.5 13.814.6 13.914.8 14.115.0 14.215.1 14.415.3 14.515.4 14.715.6 14.915.8 15.116.0 15.216.2 15.416.4 15.516.6 15.716.9 15.817.1 16.017.3 16.217.5 16.417.7 16.617.9 16.818.1 17.018.3 17.218.5 17.418.7 17.618.9 17.819.1 18.019.3 18.21
46、9.5 18.319.7 18.419.8 18.620.0 18.820.2 19.020.4 19.220.6 19.420.8 19.621.0 19.821.2 20.021.4 20.221.6 20.421.8 20.622.0 20.922.2 21.122.4 21.322.6 21.522.9 21.823.1 22.023.4 22.323.6 22.523.9 22.724.1 23.024.4 23.224.6 23.524.8 23.725.0 24.025.2 24.225.4 24.425.6 24.725.8 25.026.0 25.226.2 25.426.5
47、 25.726.8 26.027.1 26.227.3 26.527.6 26.727.9 27.028.1 27.228.5 27.528.7 27.829.0 28.029.3 28.329.5 28.629.8 28.930.1 29.130.4 29.430.6 29.630.9 29.931.2 30.231.5 30.531.8 30.832.1 31.032.4 31.332.7 31.633.0 31.933.2 32.233.5 32.533.9 32.834.2 33.134.4 33.334.7 33.635.0 33.935.3 34.235.6 34.536.0 34
48、.836.3 35.136.6 35.436.9 35.737.2 36.037.5 36.337.8 36.638.1 36.938.4 37.238.8 37.539.1 37.839.4 38.239.7 38.540.1 38.840.4 39.140.7 39.441.0 39.741.4 40.041.7 40.342.0 40.742.3 41.042.7 41.343.0 41.643.3 41.843.7 42.344.0 42.644.4 43.044.7 43.345.1 43.645.4 43.945.8 44.346.1 44.646.4 44.946.8 45.34
49、7.1 45.647.5 46.047.9 46.348.2 46.648.5 47.048.9 47.349.3 47.749.6 48.050.0 48.450.3 48.750.7 49.151.1 49.451.4 49.851.8 50.152.2 50.552.5 50.852.9 51.253.3 51.653.7 51.954.0 52.354.4 52.754.8 53.055.2 53.455.6 53.855.9 54.156.3 54.556.7 54.957.1 55.257.5 55.657.9 56.058.3 56.4附录B 泵送混凝土测区强度换算表JGJ/T2
50、3-2011平均回弹值Rm测区混凝土强度换算值fccu,i(MPa)平均炭化深度值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 6.018.6 10.018.8 10.2 10.019.0 10.4 10.2 10.019.2 10.6 10.4 10.2 10.019.4 10.9 10.7 10.4 10.2 10.019.6 11.1 10.9 10.6 10.4 10.2 10.019.8 11.3 11.1 10.9 10.6 10.4 10.2 10.020.0 11.5 11.3 11.1 10.9 10.6 10.4
