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某大跨度鋼桁架屋蓋結(jié)構(gòu)提升施工分析
陳明1,孫佳佳1,鄭波2
摘 要

(1 內(nèi)蒙古科技大學鋼結(jié)構(gòu)與空間結(jié)構(gòu)研究所, 包頭 014010; 2 浙江精工鋼結(jié)構(gòu)集團有限公司, 紹興 312030)

[摘要]針對大跨度鋼結(jié)構(gòu)施工過程中較為復雜的受力問題,以哈爾濱某滑雪場工程為例,對其鋼桁架屋蓋進行施工過程模擬分析,研究了由施工產(chǎn)生的附加應(yīng)力對桿件的影響;利用有限元方法,分析提升吊具的強度和剛度;通過多尺度有限元法,探究提升吊點的受力性能。結(jié)果表明:在考慮了不同步效應(yīng)的提升施工中,被提升結(jié)構(gòu)的桿件強度能夠滿足要求;提升架在提升反力等荷載作用下,能夠滿足設(shè)計要求;由于附加應(yīng)力的存在,需對不滿足承載力要求的桿件進行替換;提升吊具和吊點均滿足設(shè)計要求。分析中多個計算參數(shù)的選擇,具有較高的準確性,對同類工程分析研究有借鑒意義。

 

[關(guān)鍵詞]大跨度鋼桁架; 提升施工; 有限元分析; 應(yīng)力比

中圖分類號:TU392-5文獻標識碼:A文章編號:1002-848X(2016)23-0073-06

 

Lifting construction analysis on a large-span steel truss roof structure

Chen Ming1, Sun Jiajia1, Zheng Bo2

(1 Institute of Steel and Spatial Structure, Inner Mongolia University of Science and Technology, Baotou 014010, China; 2 Zhejiang Jinggong Steel Building Group Co., Ltd., Shaoxing 312030, China)

Abstract:A ski field project in Harbin was taken as an example to study the complex mechanical problems in large-span steel structure construction process. Construction process simulation analysis was carried out on its steel truss roof to study the influence of construction-generated additional stress on the members. The finite element analysis method was used to analyze the strength and stiffness of the lifting tools. Multi-scale finite element analysis method was used to study the mechanical properties of the lifting points. Results show that: the bar strength of lifted structure can meet the requirements in lifting construction when considering the non-synchronous effect; lifting frame can meet the design requirements under lifting reaction force loads; the bars that cannot meet the bearing capacity requirements should be replaced due to the existence of the additional stress; lifting tools and lifting points fulfill design requirements. The selection of various calculation parameters in analysis is accurate, providing reference significance for analysis and study of similar engineering.

Keywords:large-span steel truss; lifting construction; finite element analysis; stress ratio

 

作者簡介:陳明,博士,教授,碩士生導師,學術(shù)副院長,Email:cmlx-1978@163.com。

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