附录A 附录B 非泵送和泵送混凝土测区强度换算表(内插法)
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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 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 0.0 0.0 10.1 10.2 10.3 10.4 10.4 10.6 10.7 10.8 10.8 10.9 11.0 11.1 11.2 11.3 11.4
14.7 14.8 15.0 15.1 15.3 15.4 15.5 15.6 15.8 15.9 16.0 16.1 16.2 16.3 16.5 16.6 16.8 16.9 17.0 17.1 17.3 17.4 17.6 17.7 17.9 18.0 18.1 18.1 18.3 18.4 18.6 18.7 18.9 19.0 19.1 19.2 19.4 19.5 19.6 19.7 19.9 20.0 20.1 20.2 20.4 20.5 20.7 20.8 21.0 21.1 21.2
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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 10.2 10.3 10.4 10.4 10.5 10.6 10.7 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.5 11.5 11.7 11.8 11.9 11.9 12.1 12.2
Leabharlann Baidu5.5
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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 10.2 10.2 10.3 10.4 10.5 10.6 10.7 10.8
#### 15.5 #### 15.6 #### 15.8 #### 15.9 #### 16.0 #### 16.2 #### 16.3 #### 16.4 #### 16.6 #### 16.7 #### 16.8 #### 16.9 #### 17.0 #### 17.2 #### 17.4 #### 17.5 #### 17.6 #### 17.8 #### 17.9 #### 18.0 #### 18.2 #### 18.3 #### 18.4 #### 18.6 #### 18.8 #### 18.9 #### 19.0 #### 19.1 #### 19.2 #### 19.4 #### 19.6 #### 19.7 #### 19.8 #### 20.0 #### 20.2 #### 20.3 #### 20.4 #### 20.6 #### 20.8 #### 20.9 #### 21.0 #### 21.2 #### 21.4 #### 21.5 #### 21.6 #### 21.8 #### 22.0 #### 22.1 #### 22.2 #### 22.4 #### 22.6
5.0
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 0.0 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 0.0 0.0 0.0 0.0 0.0 10.0 10.1 10.2 10.3 10.4 10.5 10.5 10.6 10.7 10.8 10.9 11.0 11.1
15.2 15.3 15.5 15.6 15.8 15.9 16.0 16.1 16.3 16.4 16.5 16.6 16.8 16.9 17.1 17.2 17.3 17.4 17.5 17.6 17.8 17.9 18.1 18.2 18.4 18.5 18.6 18.7 18.9 19.0 19.2 19.3 19.5 19.6 19.7 19.7 19.9 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.0 21.1 21.3 21.4 21.6 21.7 21.9
12.7 12.8 12.9 13.0 13.2 13.3 13.4 13.4 13.6 13.7 13.8 13.9 14.0 14.1 14.3 14.4 14.5 14.6 14.7 14.8 14.9 15.0 15.2 15.3 15.4 15.5 15.6 15.7 15.8 15.9 16.0 16.1 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 18.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 12.0 12.1 12.2 12.2 12.3 12.4 12.6 12.7 12.8 12.8 13.0 13.1 13.2 13.3 13.5 13.6
0.5 0.0 10.1 10.2 10.3 10.4 10.5 10.7 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 12.0 12.1 12.2 12.2 12.3 12.4 12.6 12.7 12.8 12.9 13.0 13.1 13.3 13.4 13.5 13.6 13.7 13.8 14.0 14.1 14.2 14.3 14.5 14.6 14.7 14.8 15.0 15.1
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 10.0 10.1 10.2 10.4 10.5 10.6 10.6 10.7 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 12.0 12.1 12.2 12.3 12.4 12.6 12.7 12.8 12.8 13.0 13.1
附录A 测区混凝土强度换算表 测区混凝土强度换算ƒcu,i(MPa) 平均碳化深度值dm（mm）
1.5 2.0 2.5 3.0 3.5 4.0 4.5
0.0 0.0 0.0 0.0 0.0 0.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 11.0 11.0 11.2 11.3 11.4 11.5 11.6 11.7 11.9 12.0 12.1 12.1 12.2 12.3 12.5 12.6 12.7 12.8 12.9 13.0 13.1 13.2 13.3 13.4 13.6 13.7 13.8 13.9 14.1 14.2
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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 10.1 10.2 10.3 10.3 10.4 10.5 10.6 10.7 10.8 10.9 11.0 11.1 11.2 11.2 11.4 11.5 11.6 11.6 11.8 11.9
14.3 14.4 14.5 14.6 14.8 14.9 15.0 15.1 15.3 15.4 15.6 15.7 15.8 15.8 16.0 16.1 16.3 16.4 16.5 16.6 16.7 16.8 17.0 17.1 17.3 17.4 17.5 17.6 17.7 17.8 17.9 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 19.0 19.1 19.3 19.4 19.5 19.6 19.8 19.9 20.1 20.2 20.3
13.7 13.7 13.9 14.0 14.2 14.3 14.4 14.4 14.6 14.7 14.8 14.9 15.0 15.1 15.3 15.4 15.6 15.7 15.8 15.8 16.0 16.1 16.3 16.4 16.5 16.6 16.7 16.8 16.9 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 17.9 18.0 18.1 18.2 18.4 18.5 18.6 18.7 18.9 19.0 19.2 19.3 19.4
1.0
0.0 0.0 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.6 11.7 11.8 11.9 12.0 12.1 12.3 12.4 12.5 12.5 12.6 12.7 12.9 13.0 13.1 13.2 13.3 13.4 13.6 13.7 13.8 13.9 14.1 14.2 14.3 14.3 14.5 14.6
平均 回弹 值Rm 0.0 0.0 0.0 #### 10.3 #### 10.4 #### 10.5 #### 10.6 #### 10.7 #### 10.8 #### 11.0 #### 11.1 #### 11.2 #### 11.3 #### 11.4 #### 11.5 #### 11.6 #### 11.7 #### 11.8 #### 11.9 #### 12.0 #### 12.2 #### 12.3 #### 12.4 #### 12.5 #### 12.6 #### 12.7 #### 12.8 #### 13.0 #### 13.1 #### 13.2 #### 13.3 #### 13.4 #### 13.6 #### 13.7 #### 13.8 #### 13.9 #### 14.0 #### 14.1 #### 14.2 #### 14.4 #### 14.5 #### 14.6 #### 14.8 #### 14.9 #### 15.0 #### 15.1 #### 15.2 #### 15.4
≥6
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 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 10.2 10.3 10.4 10.4
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 0.0 0.0 0.0 0.0 10.1 10.2 10.2 10.3 10.4 10.6 10.7 10.8 10.8 10.9 11.0 11.1 11.2 11.3 11.4 11.5 11.6 11.7 11.8 11.9 12.0 12.1 12.2 12.3 12.4 12.5 12.6
13.2 13.3 13.4 13.5 13.7 13.8 13.9 13.9 14.1 14.2 14.3 14.4 14.5 14.6 14.8 14.9 15.0 15.1 15.2 15.3 15.5 15.6 15.7 15.8 16.0 16.1 16.2 16.2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 17.0 17.1 17.2 17.3 17.4 17.5 17.6 17.7 17.8 18.0 18.1 18.2 18.3 18.5 18.6 18.7