| 某变电站山地边坡工程设计分析 |
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| 引用本文： | 吕龙.某变电站山地边坡工程设计分析[J].广东土木与建筑,2010(1):52-54. |
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| 作者姓名： | 吕龙 |
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| 作者单位： | 汕头电力设计研究院,广东汕头515041 |
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| 摘 要： | 某山地变电站建设中有一处高约19.1m的高边坡,受场地限制而无法按照常规放坡处理,为保证边坡稳定,采用了"锚索+锚杆梁"与"抗滑桩+锚杆梁"两种支护形式进行计算分析对比,并对施工图进行细化。
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| 关 键 词： | 变电站高边坡 锚索挡墙 施工图细化 |
Design and Analysis of the Hilly-slope-engineering of an Electric Substation |
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| Affiliation: | LV Long (Shantou Electric Power Design ＆ Research Institute Shantou 515041,China) |
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| Abstract: | There is a 19.1m-high slope in a building mountainous electric substation,it can＇t put a conventional slope was subjected to the limited place.To insure the stabilization of slope,this engineering adopt ＇anchor ropes＋ anchor-bar beams＇ and＇shearing piles＋ anchor-bar beams＇ methods,then draw a conclusions of two methods were analyzed and compared,and refinement drawings. |
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| Keywords: | high slope of electric substation retaining wall with anchor ropes refinement drawings |
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