安徽宣城阳光小区5号多层住宅楼设计

安徽宣城阳光小区5号多层住宅楼设计摘要：本设计为安徽宣城阳光小区5号高层住宅楼设计，整体规划学校坐落于安徽宣城。本设计场所规格为50m×20m。商业用地地貌轻缓，无不好地质状况，无软弱下卧层，地质状况优良。宣城市区的抗震烈度为6度，设计基本上地震灾害瞬时速度为0.05g,选用混凝土结构框架剪力墙，设计使用期限为50年。依据设计要求及功能性需求基本展开了设计，关键查看了《寝室工程建筑设计标准》与《建筑构造荷载标准》等有关标准。构造设计一部分主要是对构造计划中⑥轴架构开展计算，并严格执行结构规范开展设计。设计具体内容主要包含以下几个方面：最先，开展结构选型，梁、柱、墙等预制构件规格的明确：随后计算固层荷载代表值：纵向荷载影响下架构内力计算选用弯距二次分配法来内力计算：运用D值法来水准荷载的内力计算，将求出的内力开展内力组成，分辨最不好组成开展预制构件计算，从而求取横截面箍筋。最终依据地质问题进行混凝土现浇基本的设计：另外还有室内楼梯、楼层板、雨棚的箍筋设计。关键词：框架结构：钢筋混凝土；结构设计：内力组合Design of No.5 Multi storeyResidential Building in YangguangCommunity,Xuancheng,AnhuiAbstract:The design is for No.5 high-rise residential building of Sunshine Communityin Xuancheng,Anhui.The overall planning school is located in Xuancheng,Anhui.Thedesign site specification is 50m x 20m.The landform of the commercial land is light andgentle,with good geological conditions and no weak underlying layer.The seismic intensityof Xuancheng urban area is 6 degrees,and the instantaneous speed of earthquake disaster isbasically 0.05 g in design.The concrete structure frame shear wall is selected,and the designservice life is 50 years.The design was basically carried out according to the design requirements and functionalrequirements,and the "Design Standards for Dormitory Engineering Buildings","LoadStandards for Building Structures"and other relevant standards were reviewed.Part of thestructural design is mainly to calculate the (6 axis structure in the structural plan,and carryout the design in strict accordance with the structural specifications.The specific contents ofthe design mainly include the following aspects:first,carry out structural selection,andspecify the specifications of prefabricated components such as beams,columns,walls,etc;Then calculate the representative value of solid layer load;Under the influence of longitudinalload,the bending moment secondary distribution method is used to calculate the internal forceof the structure;Use the D-value method to calculate the internal force of the level load,develop the internal force composition of the calculated internal force,and carry out thecalculation of prefabricated members to identify the worst composition,so as to obtain thecross section stirrups.Finally,the basic design of cast-in-situ concrete is carried out accordingto geological problems;In addition,there are stirrups for indoor stairs,floor slabs andawnings.Key words:Frame structure;reinforced concrete;Structural design;Internal forcecombination目录第1章工程设计基本资料及说明1.1工程概况-11.2建筑设计第2章结构选型及布置-3第3章荷载计算>3.1恒载计算>3.2荷载传递3.3活载计算11第4章竖向荷载作用下内力计算14第5章横向水平荷载作用下框架的内力计算31第6章内力组合-386.1截面配筋设计446.2框架梁截面设计446.3框架柱截面设计47第7章现浇板截面设计50第8章雨篷设计一-54致谢57参考文献附图59西南科技大学李科生毕业设计（论文）第1章工程设计基本资料及说明1.1工程概况项目名称安徽宣城阳光小区5号多层住宅楼设计安徽宣城阳光小区5号多层住宅楼设计，场地尺寸为项目地点50m*20m.总建筑面积不低于2500m最高气温39℃最低气温-5℃结构形式钢筋砼框架结构结构安全等级二级砼结构环境类一类设计使用年限50年别全年主导风向为东北风，夏季为西南风：根据《建筑结构荷载气候条件规范》(GB50009-2012)附表，宣城地区50年一遇基本风压为0.45kN/m2,拟建场地地面粗糙度为c类，50年一遇雪压为0.5kN/m2。根据《建筑抗震设计规范》(GB50011-2010,2016局部修订)场地地震效应宣城市区的抗震设防烈度为6度，设计基本地震加速度为0.05g,设计地震分组为第一组：拟建场地属类建筑场地：