高级检索

被动行走式悬索桥主缆检修可移动平台研究

Research on Mobile Platform for Main Cable Maintenance of Suspension Bridge

  • 摘要: 为解决悬索桥主缆检修平台使用中损害主缆、难以选择牵引固结点等问题,本文提出一种悬索桥主缆检修可移动平台。通过分析传统主缆检修平台的问题和缺点,结合悬索桥自身结构特点,本文采用被动行走式方案,并对其牵引钢丝绳固定点加以优化,将其自由端固定在与索夹立柱连接的固结梁上。采用有限元软件Midas构建参数化模型,对平台抗风性能和行走安全性进行研究。结果表明:该悬索桥主缆检修可移动平台解决了此类检修平台难以选择牵引钢丝绳固结点的问题,具备避免破坏主缆、结构简单、通用性强等优势。有限元计算中车架横梁、挂篮最大组合应力分别为108.2 MPa、40.3 MPa,均小于200 MPa;挂篮最大位移为2.526 mm;抗倾覆系数为2.4,均满足规范要求。本悬索桥主缆检修可移动平台在主缆检修中有较好的推广和应用价值。

     

    Abstract: To address issues such as main cable damage during maintenance and difficulties in selecting traction anchorage points for suspension bridge main cable inspection platforms, this paper proposes a mobile platform for main cable inspection of suspension bridges. Through analyzing the problems and drawbacks of traditional main cable inspection platforms, and considering the structural characteristics of suspension bridges, this paper adopts a passive walking scheme and optimizes the anchorage points of traction steel wire ropes by fixing their free ends to the anchor beam connected to the cable clamp columns. A parametric model is established using finite element software Midas to study the platform's wind resistance performance and walking safety. Results show that this mobile platform for main cable inspection solves the problem of selecting traction wire rope anchorage points, with advantages including preventing cable damage, simple structure, and strong versatility. In finite element calculations, the maximum combined stresses of the carriage beam and hanging basket are 108.2 MPa and 40.3 MPa respectively, both less than 200 MPa; the maximum displacement of the hanging basket is 2.526 mm; the anti-overturning coefficient is 2.4, all meeting code requirements. This mobile platform for suspension bridge main cable inspection has good promotion and application value in main cable maintenance.

     

/

返回文章
返回