| 边坡地梁锚索加固中的锚固角设计 |
| |
| 引用本文： | 任红卓,郭文静. 边坡地梁锚索加固中的锚固角设计[J]. 水利与建筑工程学报, 2010, 8(2): 159-161 |
| |
| 作者姓名： | 任红卓 郭文静 |
| |
| 作者单位： | 1. 咸阳水利水电规划勘测设计研究院,陕西,咸阳,712000
2. 西南交通大学,岩土工程系,四川,成都,610031 |
| |
| 摘 要： | 针对工程中因地梁锚索锚固角设计不合理而导致锚固失效的工程问题,该文以地梁锚索和坡面岩体间不发生相对滑动为初判条件,以锚索提供最大抗滑力为设计目标,对锚固角进行分析。得到了预应力地梁锚索的合理锚固角计算公式,进而提出了预应力的利用率这一概念,并以工程实例进行分析。结果表明,该方法方便、可靠;以抗滑力和预应力的比值作为预应力利用率指标,并用其下限值作为是否采用预应力锚索地梁加固措施的判断标准是安全的。
|
| 关 键 词： | 预应力锚索 锚索地梁 锚固角 初判条件 利用率 |
Design of Anchorage Angle in Prestressed Anchor Rope Frame |
| |
| Abstract: | Pointing at the irrationality of design of the anchorage angle in the engineering of prestressed anchor rope frame,the anchorage angle is analyzed based on the primary criterion of no-slip between the frame and slope surface and the design target for obtaining the maximum sliding resistance,and the calculation formula for the anchorage angle is put forward.At the same time,the index of prestress utilizing ratio is put forward and applied in engineering examples.The results show that the method is convenient,reliable and safe for the criterion of the prestressed anchor rope frame in reinforcement projects. |
| |
| Keywords: | prestressed anchor anchor rope frame anchorage angle primary criterion utilization ratio |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
