四川遂宁物流园办公楼设计

四川川遂宁物流园办公楼设计摘要：项目设计为四川遂宁物流园办公楼，框架结构，主体四层，区内地震震级7度，近震，区Ⅱ级场地。建筑物和地板都是浇注混凝土。设计采用“功能、安全、经济、美观”的设计原则。在应用设计原则时，必须仔细考虑影响设计的因素。基于结构和关系的泛型和定义。在此设计中，根据所选帧配置计算帧权重，并使用时间分布评估帧。结构在竖向荷载和水平风荷载下产生的强度。因此，连接通，框架的控制力为得到，最后完成框架各部分的配筋计算，绘制建筑设计图。图纸选择并计算框架的柱子和水平，并且在建筑图纸中给出了柱子和水平的加固计算。在整个系统的规划中，我们遵循了相关的专业规定，查阅了国家相关的新法律法规，综合考虑了规划的各个方面。简而言之，这种设计的原则是简单、安全、经济和易用。制定合理可行的建设方案是当地建设的最重要基础。关键词：框架结构：抗震设计：荷载计算：力计算：计算配筋Office Building Design of SichuanSuining Logistics ParkAbstract The project is designed as the office building of Sichuan Suining LogisticsPark,a frame structure,with four floors as the main body,a magnitude 7 earthquake in thearea,a near earthquake,and a site of magnitude II in the area.Buildings and floors are all castconcrete.The design adopts the design principle of "function,safety,economy and beauty".When applying the design principles,the factors affecting the design must be carefullyconsidered.Generics and definitions based on structures and relationships.In this design,frame weights are calculated according to the selected frame configuration,and frames areevaluated using time distribution.The strength of the structure under vertical load andhorizontal wind load.Therefore,the connection is complete,the control force of the frame isnot obtained,and finally the reinforcement calculation of each part of the frame is completed,and the architectural design drawing is drawn.The column and level of the frame are selectedand calculated in the drawing,and the reinforcement calculation of the column and level isgiven in the architectural drawing.In the planning of the whole system,we followed relevantprofessional regulations,consulted relevant new national laws and regulations,andcomprehensively considered all aspects of the planning.In short,the design principle issimple,safe,economical and easy to use.The most important basis for local construction is toformulate a reasonable and feasible construction plan.Key words:Frame structure;Seismic design;Load calculation;Force calculation;Calculation of reinforcement目录第1章设计资料…1.1原始数据1.2技术要求和工作要求1.3设计依据.….2第2章工程概况.3第3章结构方案选取.…3.1竖向承重体系选取.43.2水平向承重体系选取第4章工程做法….54.1设计依据.…54.2各部分工程构造第5章荷载计算..65.1确定计算简图.65.2梁，柱截面尺寸.6第6章框架力计算…76.1恒载作用下的框架力。76.1.1弯矩分配系数.76.1.2杆件固端弯矩.76.1.3节点不平衡弯矩第7章建筑平立剖设计….97.1建筑设计要点….97.2建筑平面设计.97.2.1使用部分的设计….97.2.2交通联系空间的设计107.2.3门的设计.107.2.4窗的设计117.3建筑立面设计..7.4建筑剖面设计.127.4.1房间的剖面形状..…127.4.2房间的各部分高度127.4.3建筑层数及建筑空间的组合和利用.13第8章荷载计算….148.1恒荷载计算.148.1.1屋面框架梁线荷载标准值……148.1.2楼面框架梁线荷载标准值。.158.1.3屋面框架节点集中荷载标准值.158.1.4楼面框架节点集中荷载标准值168.2活荷载计算.178.3风荷载计算….188.4重力荷载代表值计算.19第9章建筑构造设计219.1屋面设计.….219.2墙体设计219.2.1墙身构造219.2.2墙面装修229.3楼地面构造,22第10章结论,23致谢..24参考文献….25f录.0.26