| 大桩距组合砖砌体承台梁受力性能的试验研究 |
| |
| 引用本文： | 王维汉,张玉和,刘胜利. 大桩距组合砖砌体承台梁受力性能的试验研究[J]. 建筑结构学报, 1994, 15(5): 0 |
| |
| 作者姓名： | 王维汉 张玉和 刘胜利 |
| |
| 作者单位： | 天津大学，天津经济技术开发区公司 |
| |
| 摘 要： | 本文结合工程设计，提出采用钢筋砼和粘土砖砌体组合成一种新的受弯构件型式，用于砼桩基础的承台梁。９根试件的试验研究表明，新型梁共同工作性能良好，技术经济指标先进，值得进一步研究和应用。
|
| 收稿时间： | 1994-10-05 |
| 修稿时间： | 1994-10-05 |
Experimental Research on Behavior of Reinforced Concrete-Brick Masonry Pile Capping Beam with Large Pile Spacing |
| |
| Wang Weihan,Zhang Yuhe,Lu Shengli. Experimental Research on Behavior of Reinforced Concrete-Brick Masonry Pile Capping Beam with Large Pile Spacing[J]. Journal of Building Structures, 1994, 15(5): 0 |
| |
| Authors: | Wang Weihan Zhang Yuhe Lu Shengli |
| |
| Affiliation: | Wang Weihan,Zhang Yuhe,Lu Shengli(Tianjin University) |
| |
| Abstract: | In combination with the structural design of an engineering project,a new type of fie-cural member--the composite reinforced concrete and brick masonry was used as pile capping beam of pile foundation.The test results of 9 specimens show that the reinforced concrete and brick masonry composite members possesse xcellent interactive working behavior.The application of such structure in engineering practice has proved to ho advanced in technology and economical in construction cost. |
| |
| Keywords: | |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《建筑结构学报》浏览原始摘要信息 |
|
点击此处可从《建筑结构学报》下载免费的PDF全文 |
