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Ground Control Issues on Photovoltaic Power Generation Facilities Construction in Coal Sinkhole Region

机译:煤吸岭地区光伏发电设施建设的地面控制问题

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Coal sinkhole region has attracted attention of Chinese government and photovoltaic enterprises to be used for photovoltaic power generation facilities construction land presently. The special requirements of subsidence and deformation were analyzed for photovoltaic power generation facilities construction. The overburden fracture zone height of goafs and load influence depth of construction were calculated. The ground control issues were researched on photovoltaic power generation facilities construction in coal sinkhole region based on stability evaluation. The results showed that, firstly, the allowable subsidence value of collection station is between 150mm and 200mm in photovoltaic power generation facilities. Secondly, the allowable subsidence difference or inclination of collection station are 0.002-0.003 times of collation station length while the allowable subsidence difference of photovoltaic support is 0.008 times of support purlins span. Thirdly, when the sum of overburden fracture zone height and load influence depth are less than buried depth of goafs, the foundation of coal sinkhole region is in a stable state and it cannot cause ground subsidence, so the coal sinkhole region can be used as construction site after simple anti-deformation measures have been taken. Last but not the least, when the sum of overburden fracture zone height and load influence depth are larger than buried depth of goafs, the foundation of coal sinkhole region is in an unstable state, and the ground control measures such as grouting for goafs and protective coal pillars reservation should be taken to control ground subsidence. Only after the special anti-deformation design finished, the coal sinkhole region can be used as construction site.
机译:煤炭污水区引起了中国政府和光伏企业目前用于光伏发电设施建设土地的关注。分析了光伏发电设施建设的沉降和变形的特殊要求。计算了覆盖层的骨折区高度和施加施工深度的施工。基于稳定性评估的煤吸孔区域光伏发电设施建设研究了地面控制问题。结果表明,首先,光伏发电设施中收集站的允许沉降值在150mm和200mm之间。其次,收集站的允许沉降差或倾斜度为0.002-0.003次融合站长度,而光伏支撑件的允许沉降差异是0.008倍的支持紫线矩。第三,当覆盖层骨折区的总和高度和负荷影响深度小于埋入的粘度深度时,煤池区域的基础处于稳定状态,不能导致地下沉降,因此煤池区域可用作施工在拍摄简单的防变形措施后的网站。最后但并非最不重要的是,当覆盖层骨折区的高度和负荷影响深度大于埋入的粘度深度时,煤池区域的基础处于不稳定状态,以及地面控制措施,如灌浆和保护性煤柱预订应采取控制地下沉降。只有在特殊的防变形设计完成后,煤池区域才能用作施工现场。

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