[1]魏伟,伊永忠,李明义,等.淄博建筑工程学校综合实训楼结构设计[J].山东建筑大学学报,2015,(6):596-599.
 Wei Wei,Yi Yong-zhong,Li Ming-yi,et al.Structural design of the Comprehensive Training Building of Zibo Construction Engineering School[J].Journal of Shandong jianzhu university,2015,(6):596-599.
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淄博建筑工程学校综合实训楼结构设计()
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《山东建筑大学学报》[ISSN:1673-7644/CN:37-1449/TU]

卷:
期数:
2015年6期
页码:
596-599
栏目:
工程实践
出版日期:
2015-12-15

文章信息/Info

Title:
Structural design of the Comprehensive Training Building of Zibo Construction Engineering School
作者:
魏伟伊永忠李明义逯芳
淄博市建筑设计研究院 第一设计所,山东 淄博 255037
Author(s):
Wei Wei Yi Yong-zhong Li Ming-yi Lu Fang
Zibo Architecture Design and Research Institute, Zibo 255037, China
关键词:
超长混凝土结构温度应力型钢混凝土
Keywords:
Super-long concrete structure temperature stress large cantilever steel reinforced concrete
分类号:
TU318
文献标志码:
A
摘要:
随着大型公共建筑的发展,超长混凝土结构得到越来越广泛的应用。文章结合淄博建筑工程学校综合实训楼项目的结构设计,针对超常楼盖和南部主入口处大悬挑设计的超长混凝土结构进行了方案设计,并对超长楼盖温度应力进行了计算,采取了设置膨胀加强带、加强纵向钢筋等减小温度应力对钢筋混凝土结构不利影响的措施;对建筑南部主入口处大悬挑结构进行了结构选型分析,采用型钢混凝土结构以满足结构承载力需要和抗震性能。
Abstract:
With the development of large public buildings,super-long concrete structures are being widely used. On the base of structural design of the Comprehensive Training Building of Zibo Construction Engineering School, scheme design of super-long floor and large cantilever at the south entrance are discussed. The temperature stress in super-long concrete floor was calculated, and the adverse effect of temperature on the structure is reduced by setting expansion-reinforcing-band, deploying vertical steel bars. Besides, the structural scheme of the large cantilever on the south of the building is discussed. Steel reinforced concrete structure is applied to meet bearing capacity and ductility requirements.
更新日期/Last Update: 2015-12-01