|国家预印本平台
首页|锚杆挡土墙在煤矿沉陷区水闸边坡加固中的应用

锚杆挡土墙在煤矿沉陷区水闸边坡加固中的应用

nchor retaining wall applications in sluices slope reinforcement of coal mine subsidence area

中文摘要英文摘要

煤矿的开采会引起地表沉陷,对采动区内的建筑有很大的影响,水工结构由于其本身的重要性,更需要进行抗采动变形研究。在考虑了外部环境对水闸整体影响前提下,分析了下伏采动区对水闸挡土墙的影响,指出了水闸原石砌挡土墙满足不了采动附加变形影响,需要对其采取一定的加固措施,因此,为了在发生采动变形时保证结构本身的安全与正常使用,对原石砌水闸挡土墙利用锚杆技术进行了加固设计,在进行加固设计的同时,指出了施工过程中应注意的事项。

oal mining can cause surface subsidence of mining area, the building has a great influence, hydraulic structures because of its own importance, need more for resistance to mining deformation research. In consideration of the external environment of sluices influence premise,analyses the mining effect to sluices, points out the original stone built retaining wall can't satisfy the mining additional deformation. In order to ensure safety, redesign the original stone built retaining wall using anchor technology. At the same time, considering the construction process matters needing attention.

于泽宽、贾勇、张岩

水工结构水利工程施工

采空区水闸边坡加固锚杆挡土墙

coal mine subsidence areasluicesslope reinforcementanchor retaining wall

于泽宽,贾勇,张岩.锚杆挡土墙在煤矿沉陷区水闸边坡加固中的应用[EB/OL].(2011-01-08)[2025-06-18].http://www.paper.edu.cn/releasepaper/content/201101-347.点此复制

评论