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作 者:唐慧芹 周生林 莫雄清 颜燕 覃军 TANG Huiqin;ZHOU Shenglin;MO Xiongqing;YAN Yan;QIN Jun(Guangxi Construction Engineering Group No.2 Installation Construction Co.,Ltd.,Liuzhou,Guangxi 545006,China)
机构地区:[1]广西建工集团第二安装建设有限公司,广西柳州545006
出 处:《建筑施工》2020年第10期1862-1863,共2页Building Construction
摘 要:传统钢筋混凝土角塔构造因坡度陡、独立高度高,常常存在屋面挂瓦施工难度大、危险系数高、瓦片质量及施工工期难以保障等问题。结合工程实例,介绍了一种箱形钢结构挂瓦坡屋面施工技术。该技术进一步优化了角塔施工工艺和结构构造设计,使大坡度高耸角塔的施工变得简单且质量易控,具有良好的推广和实用价值。Due to the steep slope and high independent height of the traditional reinforced concrete pyramidal tower,there are many problems,such as the difficulty of roof tile hanging construction,high risk factor,and guarantee of tile quality and construction period.Combined with an engineering example,a construction technology of box-shaped steel structure roof with tile hanging is introduced.This technology further optimizes the construction technology and structural design of the pyramidal tower,which makes the construction of high pyramidal tower with large slope simple and easy to control quality and has good popularization and practical value.
分 类 号:TU755[建筑科学—建筑技术科学]
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