Author(s)

Jie Luo^1,2, ZhiCheng Bai^1,2,*, Yang Yang^1,2, XiaoFei Tao^1,2, YongYan Li^1,2, JiaLi Cao^1,2

Affiliation(s)

¹China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China.

²China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China.

Corresponding Author

ZhiCheng Bai

ABSTRACT

This paper mainly uses the stone-like concrete hanging board curtain wall system of a curtain wall project in Hangzhou to conduct stress analysis on the determined system, mainly making a detailed structural analysis of the stress condition of the main profile. On the premise of ensuring the facade effect and water tightness, it explores its stress distribution and deformation under various loads, tries to simplify the stress system, reduce the weight of the curtain wall, improve the installation accuracy, and shorten the unit assembly period.

KEYWORDS

Construction engineering; Anti-stone concrete curtain wall; Finite element method

CITE THIS PAPER

Jie Luo, ZhiCheng Bai, Yang Yang, XiaoFei Tao, YongYan Li, JiaLi Cao. Stress analysis of stone-like concrete hanging panel curtain wall. Academic Journal of Architecture and Civil Engineering. 2024, 2(2): 30-34. DOI: 10.61784/ajace3004.

REFERENCES

[1] Technical Specification for Application of Fair-faced Concrete: JGJ169-2009.

[2] Shi Xuewen. On the Construction Quality Control and Application of Special-shaped Hyperbolic Fair-faced Concrete. China Building Materials, 2022(03): 133-135.

[3] Fang Zhongliang. Application of Fair-faced Concrete Construction Technology in Construction Engineering. Popular Standardization, 2019(18): 59+61.