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作 者:屠海明 陈晨 张平 Tu Haiming;Chen Chen;Zhang Ping(Architectural Design&Research Institute of Tongji University(Group)Co.,Ltd.,Shanghai 200092,China;Zhejiang Debao Communication Technologies Co.,Ltd.,Hangzhou 311400,China)
机构地区:[1]同济大学建筑设计研究院(集团)有限公司,上海200092 [2]浙江德宝通讯科技股份有限公司,杭州311400
出 处:《特种结构》2024年第5期47-50,共4页Special Structures
摘 要:拉线塔因其构造简单、造价低、施工方便等特点,在国外的通信基站中有较多应用。本文对三种不同高度的通信拉线塔进行了真型静力试验研究,得到了设计荷载作用下的塔身最不利应力以及工作荷载作用下的塔身变形情况。结果表明,三种试验拉线塔的强度和刚度都能够满足相关技术规范的要求。本次试验可为通信拉线塔的设计和施工提供参考。Guyed tower,as a type of structure,has been widely used in foreign communication base stations due to its advantage of low cost and convenient construction.In this paper,the full-scale static load test of three kinds of communication guyed towers with different heights was carried out,and maximum stress under design load and maximum deformation under service load were obtained.The results show that the strength and stiffness of the three towers meet the requirements of relevant technical specifications.This test also provides reference for the design and construction of guyed towers.
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