吉林市德尚养老中心建筑结构设计

吉林市德尚养老中心建筑结构设计摘要本毕业设计针对吉林市德尚养老中心四层建筑开展设计，以打造安全、舒适、便捷的适老化居住环境为宗旨，深度融合建筑功能需求与结构力学原理。在建筑设计环节，依据老年人的生理和心理特点，精心规划起居、康复、文娱等功能分区，采用无障碍设计，配备紧急呼叫系统、防滑降噪地面等设施，优化空间尺度与流线，提升建筑的适老性与人性化水平。结构设计部分，结合吉林市抗震设防烈度与场地类别，选用框架结构体系作为主体承重结构。通过PKPM结构设计软件进行荷载计算、内力分析与配筋设计，对梁柱截面尺寸进行反复优化，确保结构具备良好的承载能力与抗侧刚度。基础设计采用独立基础结合基础拉梁的形式，有效提高结构整体性与稳定性。力求在满足结构安全的基础上，实现经济、社会与环境效益的统一，为吉林市养老设施建设提供可借鉴的设计方案。关键词：养老建筑：框架结构；适老化设计；结构安全优化Structural Design of Deshang Elderly Care Centerin Jilin CityABSTRACTThis graduation project is designed for the four story building of Deshang ElderlyCare Center in Jilin City,with the aim of creating a safe,comfortable,and convenientliving environment suitable for aging.It deeply integrates the functional requirements ofthe building with the principles of structural mechanics.In the architectural design process,based on the physiological and psychological characteristics of the elderly,functionalzones such as living,rehabilitation,and entertainment are carefully planned.Barrier freedesign is adopted,equipped with emergency call systems,anti slip and noise reducingfloors,and other facilities.The spatial scale and flow are optimized to enhance the elderlyfriendly and humanized level of the building.In the structural design section,based on the seismic fortification intensity and sitecategory of Jilin City,a frame structure system is selected as the main load-bearingstructure.By using PKPM structural design software for load calculation,internal forceanalysis,and reinforcement design,the cross-sectional dimensions of beams and columnsare repeatedly optimized to ensure that the structure has good bearing capacity and lateralstiffness.The basic design adopts the form of independent foundation combined withfoundation tension beam,effectively improving the overall integrity and stability of thestructure.Strives to achieve the unity of economic,social and environmental benefits onthe basis of meeting structural safety,providing a reference design scheme for theconstruction of elderly care facilities in Jilin City.Keywords:Elderly care buildings frame structure Aging friendly design Structuralsafety optimization0目录第一章项目基本信息1.1工程概况第二章指标汇总信息..22.1指标汇总.2第三章结构模型概况.33.1系统总信息…33.2楼层信息133.3各层等效尺寸….143.4层塔属性...14第四章工况和组合154.1工况设定…154.2工况信息….15第五章质量信息….165.1结构质量分布.165.2各层刚心和偏心率信息.17第六章荷载信息186.1风荷载信息.18第七章立面规则性.207.1楼层侧向剪切强度.207.2楼层剪力/层间位移刚度.217.3楼层剪力/层间位移刚度（强刚）.237.4楼层薄弱层调整系数..…24第八章抗震分析及调整.。258.1结构周期及振型方向258.2结构周期及振型方向（强刚）268.3各地震方向参与振型的有效质量系数.278.4地震作用下结构剪重比及其调整278.5偶然偏心信息..30第九章结构体系指标及二道防线调整.319.1竖向构件倾覆力矩及百分比（抗标）.3l第十章变形验算.3310.1普通结构楼层位移指标统计3310.2大震下弹塑性层间位移角.3810.3普通结构楼层位移指标统计（强刚）.42第十一章结构顶点风振加速度4711.1结构顶点风振加速度.47第十二章抗倾覆和稳定验算4812.1抗倾覆验算，4812.2整体稳定刚重比验算48参考文献…50致谢.51v