浙江绍兴嵊州市交警大队办公楼设计摘要:本项目结构方式为混凝土结构架构结构,架构结构是通过梁柱以刚接或固接相接而所组成的承担纵向和水平荷载的载重管理体系。本大学毕业设计根据相关规范化的规定,应用所所学的知识,对浙江绍兴嵊州市交警队写字楼开展建筑与结构设计,设计首先从以下几点考虑:1、工程建筑设计:依据筹建交警队写字楼的功能要求和相关建筑设计规范,及其建筑结构设计的基础知识开展建筑物的平面图、建筑立面和截面设计构思和设计。2、结构型号选择和布局:依据工程建筑设计和相关标准条文在工程设计的前提下科学合理的开展梁柱结构的布置。3、结构设计:结构设计各自用算量和PKPM测算进行,便于彼此校对设计数值。充分展示前沿的设计,充分发挥结构的功效并获得与经济效益的融洽,更切实解决结构解决,用定义设计来判定测算设计的合理化。关键词:钢筋混凝土结构:框架结构:建筑设计:结构设计Office Building Design of ShengzhouTraffic Police Brigade in Shaoxing,ZhejiangAbstract:The structure of this project is the concrete structure structure,which is a loadmanagement system with vertical and horizontal load formed by the rigid and fixedconnection of beams and columns.The university graduation design according to the relevantstandardized provisions,the application of the knowledge learned,Shaoxing,ZhejiangShengzhou traffic police office building to carry out the building and structural design,thedesign first consider from the following points:1,engineering architectural design:according to the functional requirements of thetraffic police office building and the relevant architectural design specifications,and the basicknowledge of the building structure design to carry out the building plan,building facade andsection design conception and design.2,structure model selection and layout:according to the engineering architectural designand relevant standard provisions in the premise of engineering design scientifically andreasonably carry out the layout of beam and column structure.3.Structural design:the structural design is calculated and PKPM to calculate each otherto proofread the design value with each other.Fully display the cutting-edge design,give full play to the effect of the structure andobtain harmony with economic benefits,more effectively solve the structure,with thedefinition design to determine the rationalization of the calculation design.Key words:reinforced concrete structure;Frame structure;Architectural design;Structuraldesign目录第1章绪论…第2章设计资料.….2第3章荷载计算.33.1结构选型及构造布局.33.2结构布置….33.3确定框架的计算简图V…3.4框架梁柱尺寸确定及线刚度计算…53.5框架梁柱线刚度计算.63.6框架竖向荷载作用下的计算….7第4章内力计算….144.1风荷载作用下的位移验算与内力计算144.2风荷载作用下的内力计算.174.3框架在竖向荷载作用下的内力分析….20第5章架结构内力组合与调整.255.1内力组合25第6章结构截面设计…336.1框架梁的截面设计336.2框架柱的截面设计..,376.3柱斜截面的承载力计算40第7章基础计算427.1A轴柱下独立基础427.2B轴柱下独立基础..44第8章楼板设计…478.1楼板的计算478.2理论内力计算…478.3配筋计算…50第9章楼梯设计….529.1建筑设计529.2结构计算52第10章结论60致谢..61参考文献父附录.….64
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