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(中國建筑西南設(shè)計研究院有限公司, 成都 610042)
[摘要]框架-核心筒結(jié)構(gòu)樓蓋角部的框架柱與核心筒角部剪力墻之間一般采用斜梁連接,或采用半框架梁間接傳力到剪力墻。成都某超高層塔樓創(chuàng)新性地采用Y形框架梁連接框架柱與核心筒剪力墻,對Y形框架梁的優(yōu)化布置進行了對比分析,并對該超高層建筑進行了基于性能的抗震設(shè)計,重點分析了Y形框架梁的性能水準,進行了結(jié)構(gòu)模型試驗,結(jié)果表明該超高層建筑能達到預設(shè)的性能目標,采用Y形框架梁是一種可行的結(jié)構(gòu)布置方案,可供類似工程參考。
[關(guān)鍵詞]框架-核心筒結(jié)構(gòu);Y形框架梁;超高層建筑;抗震性能設(shè)計;模型試驗
中圖分類號:TU318文獻標識碼:A文章編號:1002-848X(2021)10-0027-07
Study on application of Y-shaped frame beam in a super high-rise building
WEI Zhong, FENG Zhongwei, DENG Shibin, LEI Yun
(China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610042, China)
Abstract:In the floor corner of frame-core tube structures, inclined beams are usually used to connect the frame columns with the corner shear walls of the core tube, or semi-frame beams are used to transfer force indirectly to the shear walls. A super high-rise tower in Chengdu innovatively adopts Y-shaped frame beam to connect frame columns with core tube shear wall. The optimal layout of Y-shaped frame beam was compared and analyzed. The performance-based seismic design of the super high-rise building was carried out, with emphasis on the performance level analysis of Y-shaped frame beam. The structural model test was carried out. The results prove that the expected performance target of the super high-rise building can be achieved. The structural layout scheme with Y-shaped frame beam is feasible and can be used as a reference for similar projects.
Keywords:frame-corewall structure;Y-shaped frame beam;super high-rise building;seismic performance design;model test
作者簡介:魏忠,工程碩士,教授級高級工程師,一級注冊結(jié)構(gòu)工程師,Email:wei8193@126.com。