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六层框架结构系公寓设计.doc

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青岛农业大学 本科生毕业论文(设计) 题 目: 青岛岳海花苑公寓设计 姓 名: 沈远戈 学 院: 建筑工程学院 专 业: 土木工程 班 级: 03级6班 学 号: 0320030552 指导教师: 靳先军 乔运峰 完成时间: 2007年6月19日 2007 年 6 月19日 岳海花苑公寓设计 土木工程专业 沈远戈 指导教师 靳先军 乔运峰 摘要:近年来,住宅建设随着经济的发展而以空前大的规模增长,并且越来越成为人们日常生活的关注的焦点,为居民创造舒适的居住环境要考虑住宅建设的可持续发展,要有适度的超前意识。 本工程为六层框架结构体系,建筑面积6000,6层,充分利用了框架结构的优点,建筑外形美观大方,建筑设计包括平面、立面、剖面设计并注重了建筑空间的组合。结构设计包括和在计算、内力计算、内力组合和配筋计算,抗震设防烈度为7度,为保证延性,框架要满足“强剪弱弯,强柱弱梁,强节点弱构件强锚固”的设计原则,且满足构造要求。 关键词:框架结构 建筑空间 抗震 设计原则 Design of Yuehaihuayuan Residential Building Student majoring in Civil Engineering Shen Yuange Tutor Name Jin Xianjun Qiao Yunfeng Abstract:In recent years,following the development of economy,the resident construct is growing with unprecedented scale and it is becoming the focal point which people concern in their daily lives.In order to make a comfortable residentical environment for people,designers must consider the persist development of the residential construct and they must have the leading concious. The engineering adopts the frame structure system,the total area of the six stories is 6000 m,it makes full use of the advantadge of the frame structure .The external appearance of the building is disapason and beautiful.The architectural design includes plane design,elevation design and section design and it pays attention to the ambition of the architecture space.The structure design includes loads compute ,internal force compute,internal force ambination and despose steel compute.The anti—seismic garvison is 7 degree .Being under way of the design of crass—section ,anti-section,we look colume as stubbornly pressed member to compute .In the interest of the assurance of the frame work ductility,we adhere to the design principle is “stronger colume and weaker beam ,stronger shear force and weaker bending
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