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| 预应力锚索格构梁加固高边坡施工技术 | |
| 引用本文： | 王双龙. 预应力锚索格构梁加固高边坡施工技术[J]. 山西建筑, 2008, 34(4): 294-295 |
| 作者姓名： | 王双龙 |
| 作者单位： | 中铁十二局集团华东工程指挥部,上海,200240 |
| 摘 要： | 针对高速公路施工中高边坡的不稳定,提出了预应力锚索格构梁高边坡加固技术,从施工准备、边坡土石方开挖、造孔、锚索制作、安装等方面论述了预应力锚索格构梁的施工技术,从而更好地防止高速公路边坡不稳定态势的发展。 |
| 关 键 词： | 高边坡 预应力 锚索格构梁 施工技术 |
| 文章编号： | 1009-6825（2008）04-0294-02 |
| 收稿时间： | 2007-10-12 |
| 修稿时间： | 2007-10-12 |
Construction technology of strengthening high slope with pre-stressed anchor rope lattice beam |
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| WANG Shuang-long. Construction technology of strengthening high slope with pre-stressed anchor rope lattice beam[J]. Shanxi Architecture, 2008, 34(4): 294-295 | |
| Authors: | WANG Shuang-long |
| Affiliation: | WANG Shuang-long |
| Abstract: | In light of the instability of high slope in expressway construction,the author proposes the technology to strengthen it with pre-stressed anchor rope lattice beam,and discusses the construction technology of pre-stressed anchor rope lattice beam from construction preparation,excavation of earthwork,pore-forming,and making and installation of anchor cable,in order to better prevent the development of high slope's unstable situation in expressway. |
| Keywords: | high slope prestress anchor rope lattice beam construction technology |
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