株洲體育中心超大跨度伸臂管桁架結(jié)構(gòu)設(shè)計(jì)
喻遠(yuǎn)鵬1,趙黎城1,呂曉靜2,孔雅莎2
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(1 中旭建筑設(shè)計(jì)事務(wù)所,北京 100044;2 中國建筑設(shè)計(jì)研究院,北京 100044)[摘要]介紹了某超大跨度伸臂立體管桁架結(jié)構(gòu)的風(fēng)洞試驗(yàn)、方案論證、結(jié)構(gòu)計(jì)算分析、節(jié)點(diǎn)承載力驗(yàn)算、支座節(jié)點(diǎn)承載力驗(yàn)算和試驗(yàn)等。該結(jié)構(gòu)建成后一段時(shí)期的正常使用表明,工程的主體桁架和下部承力結(jié)構(gòu)具備較強(qiáng)的承載變形能力和可靠的安全度,滿足設(shè)計(jì)規(guī)范和實(shí)際使用要求。[關(guān)鍵詞]超大跨度伸臂矩形立體管桁架;風(fēng)洞試驗(yàn);節(jié)點(diǎn);預(yù)應(yīng)力; 型鋼混凝土;斜柱Structure design and analysis on a super-span stretched stereoscopic steel pipe trussingYu Yuanpeng1, Zhao Licheng1, Lü Xiaojing2, Kong Yasha2(1 Zhongxu Building Design Business Office;2 China Building Design and Research Institute, Beijing 100044, China)Abstract:The wind tunnel experiment,project argument,structure calculation analysis, calculation of the joint bearing capacity, calculation and experiment of the support-joint load carrying capacity of a super-span stretched stereoscopic steel pipe trussing are introduced- A normal usage period of the project after it had been built indicates that the major trussing and the supporting structure below have enough bearing capacity and deformability, and meet the demands of design code and actual usage.Keywords:super-span stretched stereoscopic steel pipe trussing; wind tunnel experiment; joint; prestressed; composite steel and concrete; diagonal column作者簡介:喻遠(yuǎn)鵬,高工,一級(jí)注冊(cè)結(jié)構(gòu)工程師。參考文獻(xiàn)[1]株洲市體育中心雨篷屋面平均風(fēng)壓系數(shù)風(fēng)洞試驗(yàn)研究[R]. 同濟(jì)大學(xué)土木工程防災(zāi)國家重點(diǎn)風(fēng)洞試驗(yàn)室,2004.[2]株洲市體育中心體育場屋面桁架支座球節(jié)點(diǎn)足尺模型承載力試驗(yàn)報(bào)告[R].同濟(jì)大學(xué)土木工程防災(zāi)國家重點(diǎn)風(fēng)洞試驗(yàn)室, 2005.
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