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建筑結(jié)構(gòu)層間搭接柱轉(zhuǎn)換結(jié)構(gòu)設(shè)計
燕練武1,何斌斌2,陶榮杰1,馬福棟2
摘 要

(1 西安建筑科技大學(xué)建筑設(shè)計研究院, 西安 710055; 2 西安建筑科技大學(xué)土木工程學(xué)院, 西安 710055)

[摘要]基于某實際項目對層間搭接柱轉(zhuǎn)換結(jié)構(gòu)進行設(shè)計,采用通用有限元程序SAP2000分析了層間搭接柱轉(zhuǎn)換結(jié)構(gòu)在豎向荷載及多遇地震作用下的力學(xué)性能。結(jié)果表明:層間搭接柱可以良好地發(fā)揮其空間效應(yīng),更合理、經(jīng)濟地解決由于建筑立面收進而引起的柱錯位問題,并提出了一系列基于層間搭接柱的構(gòu)造措施以及層間搭接柱分析設(shè)計的關(guān)鍵控制要素。

[關(guān)鍵詞]層間搭接柱; 轉(zhuǎn)換結(jié)構(gòu); 平面應(yīng)力

中圖分類號:TU375文獻標識碼:A文章編號:1002-848X(2018)21-0048-04

 

Design of interlayer lapping column transfer structure in building structure

Yan Lianwu1, He Binbin2, Tao Rongjie1, Ma Fudong2

(1 Architectural Design and Research Institute, Xi′an University of Architecture and Technology, Xi′an 710055,China;2 School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an 710055,China)

Abstract:Based on a practical project, the transfer structure of interlayer lapping columns was designed, and the mechanical properties of interlayer lapping columns under vertical load and frequently occurred earthquake were analyzed by general finite element program SAP2000. The results show that the space effect of interlayer lapping columns can be well exerted and the problem of column misalignment caused by the construction facade can be solved more reasonable and economical. Furthermore, a series of structural measures and the key control factors of design about interlayer lapping columns were proposed.

Keywords:interlayer lapping column; transfer structure; plane stress

 

作者簡介:燕練武,學(xué)士,高級工程師,Email:631201037@qq.com。

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