建筑科学与工程学报
建築科學與工程學報
건축과학여공정학보
JOURNAL OF ARCHITECTURE AND CIVIL ENGINEERING
2014年
3期
25-31
,共7页
立体停车结构%横隔设置%结构变形%静力性能%侧移
立體停車結構%橫隔設置%結構變形%靜力性能%側移
입체정차결구%횡격설치%결구변형%정력성능%측이
tridimensional parking structure%diaphragm arrangement%structural deformation%static property%lateral displacement
提出在垂直升降型立体车库承重骨架的四边形筒式钢构架结构中设置一定间距的横隔,形成带横隔的立体停车结构,以提高结构的整体性。利用有限元软件 SAP2000建立了结构分析模型,通过对不同横隔设置方案的结构静力性能,即中间框架的侧移和内力分布、停车区间和提升井变形的比较,探讨了横隔对结构性能的影响及横隔设置的最佳方案。结果表明:设置横隔能加强结构整体性,有效保证中间框架与边框架的同步侧移且显著减小中间框架侧移,结构停车区间和提升井的变形得到有效控制,利于车辆停放及设备的运行,同时柱内力突变相对缓和;综合考虑制作成本及结构性能情况,间隔3层设置横隔为最佳方案。
提齣在垂直升降型立體車庫承重骨架的四邊形筒式鋼構架結構中設置一定間距的橫隔,形成帶橫隔的立體停車結構,以提高結構的整體性。利用有限元軟件 SAP2000建立瞭結構分析模型,通過對不同橫隔設置方案的結構靜力性能,即中間框架的側移和內力分佈、停車區間和提升井變形的比較,探討瞭橫隔對結構性能的影響及橫隔設置的最佳方案。結果錶明:設置橫隔能加彊結構整體性,有效保證中間框架與邊框架的同步側移且顯著減小中間框架側移,結構停車區間和提升井的變形得到有效控製,利于車輛停放及設備的運行,同時柱內力突變相對緩和;綜閤攷慮製作成本及結構性能情況,間隔3層設置橫隔為最佳方案。
제출재수직승강형입체차고승중골가적사변형통식강구가결구중설치일정간거적횡격,형성대횡격적입체정차결구,이제고결구적정체성。이용유한원연건 SAP2000건립료결구분석모형,통과대불동횡격설치방안적결구정력성능,즉중간광가적측이화내력분포、정차구간화제승정변형적비교,탐토료횡격대결구성능적영향급횡격설치적최가방안。결과표명:설치횡격능가강결구정체성,유효보증중간광가여변광가적동보측이차현저감소중간광가측이,결구정차구간화제승정적변형득도유효공제,리우차량정방급설비적운행,동시주내력돌변상대완화;종합고필제작성본급결구성능정황,간격3층설치횡격위최가방안。
A tridimensional parking structure with diaphragms was presented by setting diaphragms at some levels of the quadrangular tube-type steel frame .A structural analysis model was established by finite element software SAP2000 .By comparing the static property of the structures with different diaphragm arrangement schemes ,the effects of diaphragms on structural optimum properties , including the lateral displacement and internal force distribution of the middle frame and the deformation of the parking areas and lifting areas , were studied . Meanwhile ,the optimal arrangement scheme of diaphragms was investigated .Results indicate that the behavior of the quadrangular tube-type steel frame tridimensional parking structure is significantly improved for the diaphragms .Besides ,the storey shifts of the middle frame become smaller and more uniformly ,the deformation of the parking areas and lifting areas is effectively restrained ,which is conducive to parking of vehicles and operation of the lifting equipment . Moreover , the sudden change of column internal forces becomes relatively moderate . Synthesizing the cost and structural behaviors ,arranging diaphragms every four storeys is the optimal scheme .