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(華森建筑與工程設(shè)計(jì)顧問有限公司，深圳  518054)

[摘要]  以深圳市某超高層綜合體為分析對(duì)象，采用ETABS模型對(duì)核心筒斜墻部分進(jìn)行受力分析，通過應(yīng)力分布、構(gòu)件內(nèi)力對(duì)比分析、特殊構(gòu)件手動(dòng)配筋驗(yàn)算等方式對(duì)斜墻部分進(jìn)行分析，同時(shí)對(duì)此方案出現(xiàn)的問題提出相應(yīng)的解決方案，并構(gòu)造上對(duì)此區(qū)域的加強(qiáng)措施。

[關(guān)鍵詞]  超高層建筑；斜墻

中圖分類號(hào)：TU973.17         文獻(xiàn)標(biāo)識(shí)碼：A        文章編號(hào):1002-848X(2013)S1-1302-04

Sloping wall analysis of corewall on a super high-rise building in Shenzhen

Zhang Xiaobo, Cao Weiliang, Zhang Liangping, Hu Weirong, Peng Liangming

(Huasen Architecture & Engineering Design Consultants Ltd., Shenzhen 518054, China)

Abstract: The analysis object is a super high-rise building in Shenzhen. The sloping wall of corewall is analyzed by ETABS software .Analysis of sloping wall is completed by the analysis of the sloping wall stress, the force of different member and the manual calculation of the special member. provide the corresponding solution to the problem of the sloping wall program and reinforce the part of sloping wall on the structural measures.

Keywords: super high-rise building; sloping wall

作者簡(jiǎn)介：張曉波，學(xué)士，工程師，Email：zhangxb@huasen.com.cn。