貴陽國際會議中心a1商業(yè)區(qū)中庭采光頂屋面鋼結(jié)構(gòu)滑移施工分析
陳志祥1，吳挺前2
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陳志祥1，吳挺前2（1 中國聯(lián)合工程公司，杭州 310006； 2 浙江東南網(wǎng)架股份有限公司,杭州 311209）［摘要］針對貴陽國際會議展覽中心a1商業(yè)區(qū)中庭采光頂屋面鋼結(jié)構(gòu)的結(jié)構(gòu)特點及現(xiàn)場施工條件，通過方案比較、優(yōu)化分析、施工模擬分析確定了安全、經(jīng)濟(jì)、合理的滑移施工方案。重點介紹了施工方案優(yōu)選、滑移施工分析、吊裝施工計算等內(nèi)容，這些技術(shù)措施有效保證了鋼結(jié)構(gòu)的順利施工，確保了工程質(zhì)量和施工安全。［關(guān)鍵詞］鋼結(jié)構(gòu)；滑移；吊裝；施工分析中圖分類號：TU393.3 文獻(xiàn)標(biāo)識碼：A 文章編號：1002-848X(2013)02-0051-05Slipping construction analysis on atrium lighting roof steel structure of a1 business area in Guiyang International Conference CenterChen Zhixiang1, Wu Tingqian2(1 China United Engineering Corporation, Hangzhou 310006, China; 2 Zhejiang Southeast Space Frame Co., Ltd., Hangzhou 311209, China)Abstract: According to the structural characteristics of atrium lighting roof steel structure of a1 business area in Guiyang International Conference Center and the construction conditions in site, based on the scheme comparison, optimized analysis and construction simulation analysis, the security, economic and reasonable slipping construction scheme were determined. Optimal selection of construction scheme, slipping construction analysis, hoisting construction calculation were emphatically introduced. These technical measures not only ensure the smooth construction of the steel structure, but also ensure the construction quality and safety.Keywords: steel structure; slipping; hoisting; construction analysis作者簡介：陳志祥，高級工程師, Email: chenzx79@163.com參考文獻(xiàn)［1］ 陳志祥,周觀根,肖熾. CCTV新址電視文化中心頂層網(wǎng)架承重支架設(shè)計與研究［J］. 施工技術(shù), 2008,37(5):30-32.［2］ 周觀根,陳志祥,朱乾，等. 廈門西站屋面鋼結(jié)構(gòu)施工關(guān)鍵技術(shù)［J］. 施工技術(shù), 2010,39(8):108-111.［3］ GB 50017—2003 鋼結(jié)構(gòu)設(shè)計規(guī)范［S］. 北京: 中國計劃出版社，2003.
