煤炭工程 ›› 2015, Vol. 47 ›› Issue (3): 93-95.doi: 10.11799/ce201503031
• 研究探讨 • 上一篇 下一篇
杨风州,夏军武,窦国涛,段晓牧
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摘要: 为了揭示覆冰和地表变形耦合作用对采动区输电线路铁塔内力的影响规律,建立了两档一塔的梁桁混合有限元模型,根据下沉盆地地表变形规律,研究了覆冰作用下采动区塔线体系铁塔的支座竖向反力、杆件应力的变化规律。结果表明:塔线体系20mm覆冰作用下,铁塔的远侧支座竖向反力随最大下沉值增大而增大,而近侧支座竖向反力由压力变为拉力;随最大下沉值增大,铁塔底部主材应力变化较上部主材应力变化明显;当铁塔位于最大倾斜点时,塔线体系铁塔受力最不利。
关键词: 下沉盆地, 地表变形, 输电塔, 覆冰
Abstract: In order to reveal the combined effects of ice coating and ground deformation on mining area transmission line system, a study on the unbalanced tension, vertical reaction force, rod stress of transmission tower under ice coating and ground deformation is carried out by the finite element model based on the law of ground deformation in subsidence trough. When the system is under 20mm ice coating, the results show that (1) with the value of maximum subsidence increasing, distal vertical reaction force increases, proximal vertical reaction force become into rally from pressure; (2) with the value of maximum subsidence increasing, the bottom main rod stress change more obvious than upper main rod; (3) when the tower is at the maximum tilt point, the system is under the most unfavorable condition.
Key words: subsidence trough, ground deformation, power transmission tower, ice coating
中图分类号:
TD823|T753
杨风州,夏军武,窦国涛,段晓牧. 采动区覆冰高压输电塔线体系内力变化规律[J]. 煤炭工程, 2015, 47(3): 93-95.
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