首页|环形大跨钢结构施工临时支撑设计与荷载优化路径探索

环形大跨钢结构施工临时支撑设计与荷载优化路径探索

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近年来,随着计算技术的革新和施工企业的技术提升,临时支撑设计的科学性与规范化逐渐显现.然而尽管如此,由于临时支撑制作周期冗长、可重复使用性高,施工条件预估的不确定性以及多变的工作环境,导致施工安全事故时有发生.对此,文章通过分析环形大跨钢结构施工期间的临时支撑设计,以核心受力构件的应力状态为依据,有效地优化支撑体系的受力设计.同时,结合临时支撑应力变化情况,验证构件在支撑期间的演化规律,并提出优化支撑的相关建议,以更好地指导工程实践,确保施工过程的顺利进行.
Exploration of Temporary Support Design and Load Optimiza-tion Path for the Construction of Circular Large-span Steel Structures
In recent years,with the innovation of computing technology and the technological improvement of construction en-terprises,the scientificity and standardization of temporary support design have gradually emerged.However,despite this,due to the lengthy production cycle and high reusability of temporary supports,the uncertainty of construction condition estimation,and the ever-changing working environment,construction safety accidents often occur.In this regard,the article analyzes the temporary support design during the construction of circular large-span steel structures,based on the stress state of the core load-bearing components,and effectively optimizes the stress design of the support system.At the same time,based on the changes in temporary support stress,verify the evolution law of the components during the support period,and propose rele-vant suggestions for optimizing the support to better guide engineering practice and ensure the smooth progress of the con-struction process.

circular large-span steel structuretemporary supportload optimization

牛晓娜

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郑州商学院,河南巩义 451200

环形大跨钢结构 临时支撑 荷载优化

2024

新疆钢铁
新疆维吾尔自治区金属学会

新疆钢铁

影响因子:0.081
ISSN:1672-4224
年,卷(期):2024.(2)