沈撫新城文化中心結(jié)構(gòu)設(shè)計(jì)
董啟灝
- 摘 要
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(沈陽(yáng)新大陸建筑設(shè)計(jì)有限公司， 沈陽(yáng) 110004)［摘要］沈撫新城文化中心項(xiàng)目造型獨(dú)特、體型復(fù)雜，設(shè)防震縫將結(jié)構(gòu)分成兩部分；對(duì)內(nèi)部空曠、樓板不連續(xù)的影劇院部分采用框架-剪力墻結(jié)構(gòu)，并采用兩種不同軟件進(jìn)行了比較分析；介紹了劇院二層看臺(tái)大懸挑、42m高立面造型墻結(jié)構(gòu)設(shè)計(jì)；對(duì)規(guī)劃展示館鉆石體空間網(wǎng)格結(jié)構(gòu)進(jìn)行了整體穩(wěn)定性分析，介紹了其支座、節(jié)點(diǎn)分析設(shè)計(jì)。［關(guān)鍵詞］文化中心; 框架-剪力墻; 空間網(wǎng)格結(jié)構(gòu)中圖分類(lèi)號(hào)：TU318.2 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2013)21-0038-04Structural design of Shenfu New City Cultural CentreDong Qihao（Shenyang New World Architecture Design Co., Ltd., Shenyang 110004, China）Abstract: The structure of Shenfu New City Cultural Centre is complicate with unique configuration. The whole structure is separated into two parts by seismic joints. The frame shear-wall structure was adopted at the part of theatre with hollow inside and discontinuous floor. The structure was analyzed by two softwares. The design of long cantilever beam in the theatre and the 42m high wall was introduced. The overall stability of space latticed structure of planning exhibition hall was analyzed and the design of supports and joints was presented.Keywords: cultural centre; frame shear-wall structure; space latticed structure作者簡(jiǎn)介：董啟灝，碩士，教授級(jí)高級(jí)工程師，Email: nwdqh@163.com。參考文獻(xiàn)［1］包聯(lián)進(jìn)，周建龍，孫戰(zhàn)金，等. “生命之環(huán)”結(jié)構(gòu)設(shè)計(jì)關(guān)鍵技術(shù)［J］. 建筑結(jié)構(gòu)， 2012，42（5）：101-105，167.［2］劉明全，趙劍利，孔江洪，等. 大劇院結(jié)構(gòu)設(shè)計(jì)的特點(diǎn)［J］.建筑結(jié)構(gòu)，2006,36（5）：26-30.［3］陳勇，鄭孝黨. 遼寧大劇院結(jié)構(gòu)設(shè)計(jì)［J］.建筑結(jié)構(gòu)，2005,35（11）：52-54.［4］JGJ 7—2010 空間網(wǎng)格結(jié)構(gòu)技術(shù)規(guī)程［S］. 北京：中國(guó)建筑工業(yè)出版社， 2010.
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