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大跨度异形空间钢桁架安全吊装施工技术

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钢桁架具有结构跨度大、异形、施工复杂且常规设备难以完成整体吊装等特点,制定合适的吊装方案是保证钢桁架结构质量和安全的关键.吊装方案的选取需要综合考虑钢桁架吊装过程中结构的应力比和变形、运输难度、高空焊接量、安全性等因素.该文以"中国传感器十大园区"——重庆市传感器特色产业基地暨西部(重庆)科学城北碚园区主出入口大跨度钢结构桁架安装为例,对比分析了各种吊装方案的优缺点.对比发现分三段吊装方案对吊装设备和场地要求低,吊装危险性较低,可实施性较好.在此基础上,结合现场施工环境和工期成本,对大跨度异形钢桁架分段吊装的整体施工流程、施工工艺、技术要点等进行了详细介绍.该工程对大跨度异形钢桁架吊装方案的尝试,为相关复杂工程的吊装方案提供了一定的借鉴.
Construction Technology of Safety Hoisting of Steel Truss in Large Span Special-shaped Space
Steel trusses have characteristics such as large structural spans, irregular shapes, complex construction, and difficulties in overall hoisting with conventional equipment. Formulating a suitable hoisting plan is key to ensuring the quality and safety of steel truss structures. The selection of hoisting scheme needs to comprehensively consider factors such as stress ratio and deformation of the structure during the hoisting process, the transportation difficulty, the high-altitude welding amount, safety, etc. Based on the installation of large-span steel structured trusses at the main entrance and exit of the Chongqing Sensor Characteristic Industry Base, one of the "Top Ten Sensor Parks in China", and the Beibei Park of the Western (Chongqing) Science City, the advantages and disadvantages of various hoisting schemes were compared and analyzed. It's found that the three-stage hoisting scheme has lower requirements for hoisting equipment and site, with lower hoisting risks and excellent feasibility. On this basis, combined with the on-site construction environment and project cost, a detailed introduction was given to the overall construction process, the construction technology, and technical points of the segmented hoisting of large-span special-shaped steel trusses. The exploration and attempt of the hoisting scheme for such steel trusses in this project provide reference for the hoisting scheme of similar complex engineering.

large span special-shaped steel trussspace trusssegmented hoistingconstruction technology

张涛

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中铁建重庆投资集团有限公司,重庆 400700

大跨度异形钢桁架 空间桁架 分段吊装 施工技术

2024

重庆建筑
重庆市建筑科学研究院

重庆建筑

影响因子:0.292
ISSN:1671-9107
年,卷(期):2024.23(3)
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