| 双柱联合桩基承台的实用设计计算方法 |
| |
| 引用本文： | 熊建辉,张仲先. 双柱联合桩基承台的实用设计计算方法[J]. 四川建筑科学研究, 2005, 31(6): 118-121 |
| |
| 作者姓名： | 熊建辉 张仲先 |
| |
| 作者单位： | 华中科技大学土木工程与力学学院,湖北,武汉,430074;武汉科技大学城市建设学院,湖北,武汉,430070;华中科技大学土木工程与力学学院,湖北,武汉,430074 |
| |
| 摘 要： | 分别介绍了在工程中广为应用的双柱联合桩基承台设置暗梁和不设置暗梁的2种设计方案及相应的计算方法；对承台的受冲切承载力计算模型、不设置暗梁时的受弯承载力计算模型，以及设置暗梁时的暗梁计算模型进行了分析讨论；充实了构造措施，附以算例；并结合算例对2种设计方案的计算结果进行了对比分析，得出了可供工程设计参考的结论。
|
| 关 键 词： | 桩基承台 双柱联合桩基承台 暗梁 |
| 文章编号： | 1008-1933（2005）06-0118-04 |
| 收稿时间： | 2005-05-17 |
| 修稿时间： | 2005-05-17 |
Practical design-calculation method of double-column combined pile cap |
| |
| XIONG Jian-hui,ZHANG Zhong-xian. Practical design-calculation method of double-column combined pile cap[J]. Building Science Research of Sichuan, 2005, 31(6): 118-121 |
| |
| Authors: | XIONG Jian-hui ZHANG Zhong-xian |
| |
| Abstract: | Two design schemes and corresponding calculation method for the double-column combined pile cap setting and not setting a hidden beam, which is widely used in the engineering are respectively introduced. Calculation model of punching shear bearing capacity of the pile cap, calculation model of bending resistance not setting a hidden beam in the pile cap and the hidden beam calculation model setting a hidden beam in the pile cap are analyzed and discussed. The paper has enriched the construction measures and given an engineering example. Combining with the engineering example, the calculation results of the two design schemes are compared and analyzed. The conclusion, which can provide reference for the designers, has been reached. |
| |
| Keywords: | pile cap double-column combined pile cap hidden beam |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
