高级检索

提篮式系杆钢拱桥顶推施工仿真分析

Simulation Analysis of Incremental Launching Construction of Basket Handle Tied Steel Arch Bridge

  • 摘要: 为研究提篮式系杆钢拱桥顶推过程中的力学性能及安全性,以某工程一座跨高速公路施工的提篮式系杆钢拱桥顶推施工为例,采用Midas/Civil有限元软件建立全桥模型,并对顶推施工全过程进行精细划分和研究。结果表明:顶推过程中有4个工况较为不利,应重点关注及分析;顶推过程中A撑在提高结构的整体性方面发挥了明显的作用,导梁在减少主梁挠度方面发挥了关键作用;顶推施工全过程的强度、刚度及对临时支架产生的支反力均满足要求。

     

    Abstract: To study the mechanical properties and safety of a basket style tied steel arch bridge during the top pushing process, taking the top pushing construction of a basket style tied steel arch bridge spanning a superhighway in a certain project as an example, Midas/Civil finite element software was used to establish a full bridge model, and the entire top pushing construction process was finely divided and studied.The results show that there are four unfavorable conditions in the pushing process, which should be paid attention to and analyzed. In the process of incremental launching, A-shaped support plays a significant role in improving the integrity of the structure, and the guide beam plays a key role in reducing the deflection of the main beam. The strength, stiffness and reaction force of the temporary support in the whole process of incremental launching construction meet the requirements.

     

/

返回文章
返回