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, 0(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 锚索档墙 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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