重慶華潤萬象城T1超高層塔樓設(shè)計難點(diǎn)分析
吳啟敏，陳德良，劉杰
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（成都基準(zhǔn)方中建筑設(shè)計有限公司，成都 610017）[摘要] 本文對重慶華潤萬象城T1超高層塔樓的跨層柱和斜墻轉(zhuǎn)換進(jìn)行了分析。對跨層柱在大震作用下滿足不屈服的性能目標(biāo)的要求做了分析，驗(yàn)證了跨層柱設(shè)計的適用性。對該超高層中較為特殊的斜墻轉(zhuǎn)換進(jìn)行了詳細(xì)分析，通過分析給出了結(jié)構(gòu)設(shè)計加強(qiáng)措施，對今后的設(shè)計有一定的借鑒作用。[關(guān)鍵詞] 超高層，跨層柱，斜墻轉(zhuǎn)換中國分類號：TU375 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)S2-0231-04Difficulties analysis on T1 super high-rise tower design of Chongqing CRLL MixCWu Qimin, Chen Deliang, Liu Jie(JZFZ Architectural Design Co., Ltd, Chengdu 610017, China)Abstract：In this paper, cross-layer columns and inclined wall transfer were analyzed. Cross-layer columns were analyzed to meet the requirements of the seismic performance objectives on non-yielding design under major earthquake and the result verified its serviceability. Inclined wall transfer were carefully analyzed to provide measures to enhance the structure. It is instructive for the future design.Keywords：super high-rise building; cross-layer column; inclined wall transfer structure
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