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作 者:刘慎之[1]
机构地区:[1]北京国电华北电力工程有限公司,北京市100120
出 处:《电力建设》2009年第9期39-41,共3页Electric Power Construction
摘 要:经过计算分析和多年的实践可以认为,按岩石抗剪面计算的山区高压输电线路铁塔基础的边坡数值每缺少1 m,其基础在原设计深度上加深0.3 m是可靠的做法。当对于缩短线路路径、节省工程造价、减少工程量、缩短工期有很大意义时,不妨主动设计"悬挂在峭壁上的子母基础"。Through calculation and analysis, as well as many years' operation practice it is a reliable way that slope value of mountainous HV transmission tower foundation calculated based on rock sheafing area is reduced by 1 m, the foundation depth should be added by 0.3 m to the original design depth. If there is a great significance to reduce the line routine, save engineering cost, reduce work volume and construction schedule, it might design a "primary and secondary foundation suspended on the cliff" on own initiative.
分 类 号:TM75[电气工程—电力系统及自动化]
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