本科学位论文__十二层板式剪力墙板式住宅设计 土木工程专业- .docVIP

摘 要 　　该设计是哈尔滨地区的一高层板式住宅。主体十二层，一梯三户，总建筑面积7529.76m2。本设计包括两章，建筑设计和结构设计。 建筑设计部分包括：平面图设计、立面图设计、剖面图设计。平面图设计中考虑了高层建筑的抗震与选型及防火和朝向的要求，采用规则的矩形，平面布局合理；立面简洁大方，满足功能要求。 结构设计部分包括：荷载计算（重力荷载、风荷载、水平地震荷载），剪力墙、现浇楼梯、楼板，以及基础的设计计算和结构配筋。在结构计算中，地震作用采用底部剪力法。在荷载内力计算的基础上，进行了内力组合，取最不利荷载进行了配筋计算。在配筋计算中，考虑了构造和抗震要求，并进行了相应的构造配筋，计算结果较准确。 该设计平面布局合理，满足要求。结构计算叫全面、详实。满足设计任务书的要求。 关键词：住宅；结构设计；剪力墙；荷载；配筋 Abstract This design is a high-rise residential buildings in HaErBin city,called the apartment of plank buildings.Its main body is 12 storeys with one staircase for three.Its construction area is 7529.76m2.The design includes two chapters,architecture design and structural design. The following work is done in the architectural design:the plan design,the elevation design and the section design.During the plan design,considering the demands of earthquake resistance the orientation of the building and chooses the size,and the design of fireproof and dispersion.the rectangular plan is designed,The plan is arrangement is reasonable.Its semblance is succinct and generous,which satisfies the function is requirement. The structural design includes :the calculating of the load,(the gravity loading,the wind loading and the horizontal earthquake action).The design of shear wall,pour the staircase and floor and the foundation.In the calculating of the structural,the horizontal earthquake action adopts shear strength calculation of the end.On the basis of calculating the internal force,I make the combination of internal force,and choose the most disadvantageous force to design the steel reinforcing bar.In consideration of the requirment of the constitution and anti-seismic,and carrying out designing the steel reinforcing bar.The result is fairly exact. The design whose plane is reasonable,satisfies the function’s requirement.Structural design is fairly full and accurate,and also satisfies the requirement of the designing task. Key words:residential buildings;structural design ;Shear wall; loading; design