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青島光大國際高層公寓樓結(jié)構(gòu)分縫探討
王家祥,井彥青,王延昭
摘 要

(青島騰遠(yuǎn)設(shè)計事務(wù)所有限公司, 青島 266100)

[摘要]青島光大國際高層公寓樓平面為Z字形,北塔樓結(jié)構(gòu)高度為129-85m,南塔樓結(jié)構(gòu)高度為103-95m,兩塔樓之間由細(xì)腰相連,平面、立面均不規(guī)則,通過比較是否設(shè)置防震縫,最終確定了不設(shè)縫的結(jié)構(gòu)方案。對不設(shè)縫的結(jié)構(gòu)方案分別采用YJK,ETABS軟件進(jìn)行計算分析。結(jié)果表明,通過合理調(diào)整結(jié)構(gòu)布置,可以使平面、立面均不規(guī)則的結(jié)構(gòu)避免扭轉(zhuǎn)不規(guī)則,使不分縫的結(jié)構(gòu)方案更加合理,并極大地節(jié)約了工程造價。

[關(guān)鍵詞]青島光大國際高層公寓; 防震縫; 扭轉(zhuǎn)控制; 經(jīng)濟性

中圖分類號:TU318文獻(xiàn)標(biāo)識碼:A文章編號:1002-848X(2016)18-0032-04

 

Discussion on structural joint of Qingdao Everbright International high-rise apartment building

Wang Jiaxiang, Jing Yanqing, Wang Yanzhao

(Qingdao Tengyuan Design Institute Co., Ltd., Qingdao 266100, China)

Abstract:Qingdao Everbright International high-rise apartment building has zigzag plane. The north tower has structural height of 129-85m and south tower has structural height of 103-95m. The two towers are connected by slender waist, and both of plane and elevation are irregular. By comparing whether to set seismic joints, the structural scheme was eventually determined without seismic joints. YJK and ETABS programs were used to calculate and analyze the structural scheme without seismic joints. The results show that through reasonable adjustments of the layout of the structure, torsional irregularity can be avoided in the horizontal and vertical irregular structure. It can make the structural scheme without seismic joints more reasonable, and greatly saves the cost of the project.

Keywords:Qingdao Everbright International high-rise apartment; seismic joint; torsion control; economy

 

作者簡介:王家祥,碩士,工程師,Email:vistaw@163.com。

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