长江科学院院报

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滑动支座横向限位装置对地面明钢管地震响应的影响

耿丽娇1(), 徐红超2, 蔡微微2, 童保林1(), 张荣斌1, 王梅芳1, 石长征3   

  1. 1.云南省水利水电勘测设计研究院,昆明 650021
    2.云南省滇中引水工程有限公司,昆明 650000
    3.武汉大学 水资源工程与调度全国重点实验室,武汉 430072
  • 收稿日期:2024-05-07 修回日期:2024-07-02 出版日期:2024-07-19 发布日期:2024-07-19
  • 通信作者: 童保林(1972-),男,云南通海人,正高级工程师,主要从事水工结构研究。E-mail: 593272323@qq.com
  • 作者简介:耿丽娇(1992-),女,云南宣威人,工程师,主要从事水工结构研究。E-mail: 511231874@qq.com
  • 基金资助:
    云南省重大科技专项计划项目(202102AF080001)

Influence of Transvers Displacement Restrainer of Sliding Support on the Seismic Response of Exposed Steel Penstock

GENG Li-jiao1(), XU Hong-chao2, CAI Wei-wei2, TONG Bao-lin1(), ZHANG Rong-bin1, WANG Mei-fang1, SHI Chang-zheng3   

  1. 1.Yunnan Institute of Water Resources and Hydropower Survey, Design and Research, Kunming 650021,China
    2.Yunnan Dianzhong Water Diversion Engineering Co., Ltd., Kunming 650000,China
    3.State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan 430072,China
  • Received:2024-05-07 Revised:2024-07-02 Published:2024-07-19 Online:2024-07-19

摘要:

针对地震作用下地面明钢管滑动支座容易产生较大横向滑移的问题,论文采用有限元方法,研究了支座限位装置对明钢管地震响应的影响。计算结果显示,当支座不设置限位装置时,地震作用下管段中部支座滑移量较大,钢管横向弯曲,对结构稳定不利;当支座设置限位装置后,明钢管的横向变位减小,但在地震中支座滑板与限位装置会产生碰撞,瞬时加速度可超100m/s2,支承环的应力大幅增加,支座横向力可达静力状态下的几十甚至上百倍;支座限位值越小,地震中结构受力越大;支座限位挡块和支座滑板接触面上设置一层弹性模量3MPa的薄垫层后,能缓冲地震中支座受到的冲击,有效减小结构加速度和受力,支座横向力和竖向力的比值可基本控制在摩擦系数以内。支座限位对强震区的明钢管结构是有必要的,在确定限位值时,应同时考虑结构位移和应力两个方面的要求,为减小地震中支座滑板和限位装置碰撞产生的不利影响,可在限位挡块上设置缓冲材料薄层。

关键词: 明钢管, 地震, 滑动支座, 限位装置, 软垫层

Abstract:

In response to the significant lateral support sliding of exposed steel penstock under earthquake, the influence of displacement restrainer of sliding support on the seismic response of exposed steel penstock is studied by finite element method. The results showed that when the support was not equipped with a restrainer, the sliding distance of the support in the middle of the pipe segment was large under earthquake, and the steel pipe bent laterally, which was disadvantageous to structural stability. When a restrainer was installed, the lateral displacement of the exposed steel pipe could be controlled within the allowable range. However, during the earthquakes, the movement of the sliding support was restricted suddenly, so the sliding plate of the support collided with the restrainer greatly, resulting in an instantaneous acceleration exceeding 100m/s2. The lateral force acted on the support reached 10 or even 100 times that of the static state, and the stress of the support ring increased significantly. The limit value of restrainer had a significant impact on the structural seismic response. The smaller the limit value, the greater the structural stress during earthquakes. After setting a thin cushion layer with an elastic modulus of 3MPa on the contact surface between the restrainer and the support sliding plate, the force acted on the support during the earthquake was broken, reducing the structural acceleration and stress effectively. The ratio of lateral and vertical forces of the support was basically controlled to be lower than the friction coefficient. Support restrainer is necessary for exposed steel penstock in strong seismic zones. When determining the limit value of restrainer, both displacement requirement and stress requirement should be considered. To reduce the adverse effects of collision between the support sliding plate and the restrainer during earthquakes, a thin layer of buffer material is suggested to be installed on the restrainer.

Key words: exposed steel penstock, earthquake, sliding support, restrainer, soft cushion layer

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