首页|期刊导航|建筑钢结构进展|大型机场航站楼带大悬挑复杂钢屋盖施工工序研究及工程应用

大型机场航站楼带大悬挑复杂钢屋盖施工工序研究及工程应用OA

Research and Engineering Application of Construction Process for Large Airport Terminal Buildings with Large Cantilever Complex Steel Roofs

中文摘要英文摘要

大型机场航站楼钢屋盖一般包含屋盖大跨度桁架以及陆侧大悬挑桁架两部分,其施工工序的选定不仅影响钢屋盖在施工阶段、服役阶段的结构安全性,还影响项目建设过程中的施工工期和施工成本.本文通过对大型机场航站楼钢屋盖的结构形式以及安装和卸载方式进行研究,归纳出3种施工工序.通过建立航站楼简化模型对3种施工工序进行对比分析,结合杆件应力、结构变形、支座反力等分析数据,考虑施工工期、成本等影响因素,最终给出推荐的施工工序方案.本文的研究成果指导了呼和浩特盛乐国际机场、西安咸阳国际机场T5航站楼的钢屋盖施工,同时也通过健康监测验证了简化模型分析结果的准确性,可为后续大型机场航站楼项目的钢屋盖施工提供参考.

The steel roof of a large airport terminal generally consists of a large-span roof truss and a large cantilever truss on the landside.The construction process affects not only the safety of the steel roof during the construction and service stages but also affects the duration and cost during construction.In this study,three construction processes were summarized by investigating the structural form,installation and unloading sequence of the large airport terminals.By using a simplified analytical model of the airport terminal,a recommended process scheme was ultimately presented by conducting a comprehensive evaluation of the analytical results such as member stress,structural deformation,and support reactions,as well as other influence factors such as duration and cost during construction.The findings in this study successfully guided the steel roof construction of the Hohhot Shengle International Airport and the T5 terminal of Xi'an Xianyang International Airport.Furthermore,the accuracy of the analytical results obtained from the simplified model has been verified by health monitoring,which can serve as a reference for the construction of other large airport terminal projects in the future.

吴楚桥;宗荣;邢遵胜;吴迪;杨飞

浙江精工钢结构集团有限公司,浙江 绍兴 312030中铁建设集团有限公司,北京 100040浙江精工钢结构集团有限公司,浙江 绍兴 312030浙江精工钢结构集团有限公司,浙江 绍兴 312030中铁建设集团有限公司,北京 100040

建筑与水利

大型机场航站楼陆侧悬挑桁架施工工序卸载顺序健康监测简化模型

large airport terminalland-side cantilever trussconstruction processunloading sequencehealth monitoringsimplified model

《建筑钢结构进展》 2026 (2)

65-74,10

10.13969/j.jzgjgjz.20240820002

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