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地形复杂山区巨型木结构的钢架协同吊装技术

Cooperative Lifting Technology of Steel Frames for Large-scale Wooden Structures in Complex Terrain Mountainous Areas

  • 摘要: 针对山区古建筑修缮中大型吊装机械进场困难、现有技术难以满足巨型木结构吊装需求的问题,本文以潮汕地区某古建宝殿修缮工程为研究背景,提出一种基于可拆卸钢架协同吊装的巨型木结构施工技术,通过研发快速插拔式连接节点及双架体协同控制系统,设计包含70 mm×70 mm×5 mm的角钢桁架承力构件、双3 t电动葫芦驱动构件及快速插拔式连接节点的吊装系统,构建“水平运输-垂直提升-精准对接”全流程施工体系,实现架体在吊装路径受阻时的即时重构。研究结果表明:吊装系统最大应力70 MPa时,协同作业中双钢架变形位移小于5 mm,满足安全要求。该研究有效解决了山区场地限制下巨型木结构吊装难题,为复杂地形下的大型木结构安装作业提供了一种有效的创新性技术参考路径。

     

    Abstract: In response to the difficulty of large lifting machinery entering the site and the inability of existing technology to meet the lifting needs of giant wooden structures in the renovation of ancient buildings in mountainous areas, this paper takes the renovation project of a treasure hall in Chaoshan area as the research background and proposes a giant wooden structure construction technology based on detachable steel frame collaborative lifting. Through the development of fast plug-in connection nodes and double frame collaborative control system, a lifting system including 70 × 70 × 5 angle steel truss load-bearing components, double 3-ton electric hoist driving components, and fast plug-in connection nodes is developed, and a "horizontal transportation vertical lifting precise docking" full process construction system is constructed to achieve instant reconstruction of the frame when the lifting path is blocked. The research results indicate that when the maximum stress of the lifting system is 70 MPa, the deformation displacement of the double steel frame during collaborative operation is less than 5mm, which meets the safety requirements. This study effectively solves the problem of lifting giant wooden structures under the limitations of mountainous terrain, providing an innovative technical reference path for the installation of large wooden structures in complex terrains.

     

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