摘要
项目位于湖北省黄冈市产业园区内,立体库平面尺寸108.2m×110.6m,建筑高度32.5m。本项目采用了格构式钢柱加实腹式钢柱的阶形柱形式,通过对板件宽厚比进行严格控制,优化了用钢量。本文详细介绍了该结构整体模型设计和构件设计相关的内容,可为类似工程设计提供参考。
The project is located in the industrial park of Huanggang City, Hubei Province, with a dimension of 108.2 mx110.6 m and a building height of 32.5 m. This project adopts the lattice steel column with solid web steel column in the form of a stepped column, By strictly limiting the width to thickness ratio of the plate, the amount of steel used is reduced. This paper describes in detail the overall design and construction design related to this structure, which can provide reference for similar engineering design.
作者
丁佳敏
鲍其鹏
DING Jiamin;BAO Qipeng(Hangxiao Steel Structure Co.,Ltd.,Hangzhou 310003,China)
出处
《建筑结构》
CSCD
北大核心
2021年第S02期777-780,共4页
Building Structure
关键词
门式钢架轻钢厂房
阶形柱
宽厚比
整体模型
gantry steel frame light steel workshop
single pin rigid frame
stepped columns
generous than
overall model