|
|||||
|
|
| 砌体结构局压计算的分析研究 | |
| 引用本文： | 姚党生,胡建兰,陈伟胜,马福照. 砌体结构局压计算的分析研究[J]. 华北水利水电学院学报, 2001, 22(4): 17-21 |
| 作者姓名： | 姚党生 胡建兰 陈伟胜 马福照 |
| 作者单位： | 1. 黄河水利委员会规划计划局, 2. 华北水利水电学院土木系, 3. 华北水利水电学院环工系, 4. 黄河水利工程局, |
| 摘 要： | 剖析了现行各种支承情况下砌体局部受压承载力计算的方法和条件 ,总结出各种情况下砌体局部受压承载力的计算对照表、砌体中梁端有效支承长度表及垫梁折算高度表 ,并指出了垫块与垫梁设置配筋构造及减小偏心距的措施 ,为设计者提供了砌体结构局部压力计算及构造设计简明而合理的方法 |
| 关 键 词： | 砌体 局压计算 构造措施 |
| 文章编号： | 1002-5634(2001)04-0017-05 |
| 修稿时间： | 2001-09-08 |
The analysis of calculating the local compression of masonry construction |
|
| YAO Dang sheng ,HU Jian lan ,CHEN Wei sheng ,MA Fu zhao. The analysis of calculating the local compression of masonry construction[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2001, 22(4): 17-21 | |
| Authors: | YAO Dang sheng HU Jian lan CHEN Wei sheng MA Fu zhao |
| Affiliation: | YAO Dang sheng 1,HU Jian lan 2,CHEN Wei sheng 3,MA Fu zhao 4 |
| Abstract: | According to the code for masonry structural design,the calculation tables of masonry local compressive bearing capacity under all kinds of support states are listed in this paper and the table of beam-end effective support length and the table of template beam reduced height about the brick masonry are also listed. In the meantime, the construction arrangement of bars about cushion blocks and template beams,and the measures to decrease their eccentricities are indicated. The conclusions drawn in this paper are for reference. |
| Keywords: | masonry calculation of the local compress measures of construction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |