| 模型 |
参数 |
|
企口极限承载力kN |
承载力比值% |
|
| S1 (标准试件) |
控制试件 |
7 |
209.3 |
100 |
|
| S2 |
预应力筋 数量 |
5 |
200.2 |
95.7 |
|
| S3 |
3 |
186.8 |
89.2 |
||
| S4 |
吊筋 |
2C14 |
187.2 |
89.4 |
|
| S5 |
4C18 |
222.4 |
106.3 |
||
| S6 |
企口纵筋 |
2C16 |
216.2 |
103.3 |
|
| S7 |
2C20 |
222.4 |
106.3 |
||
| S8 |
肋梁抗剪钢筋(双向) |
AR5@50 |
235.7 |
112.6 |
|
| S9 |
AR5@100 |
195.7 |
93.5 |
||
| S10 |
U形钢筋篮 + AR5@75 |
249.1 |
119 |
||
| S11 |
企口上部预应力筋 |
1 |
235.7 |
112.6 |
|
| S12 |
2 |
249.8 |
119.3 |
||
| S13 |
3 |
253.5 |
121.1 |
||
| S14 |
混凝土强度 |
C50 |
222.4 |
106.3 |
|
| S15 |
C60 |
235.7 |
112.6 |
||
| S16 |
企口高度 |
300 |
217.9 |
104.1 |
|
| S17 |
500 |
186.8 |
89.2 |
||