摘要近年来，随着国内经济的发展和人口数量的增加，住房建设用地日益紧张，高层住宅已成为新建住宅的主流。由于剪力墙结构的侧向刚度大、变形小，既承重又起围护作用，能有效增加室内净高，这种结构形式已广泛用于高层住宅。因此，对高层住宅剪力墙结构的力学性能进行研究具有重要的理论和现实意义。本设计为南京聚福里小区住宅楼设计。设计内容包括建筑设计、结构设计两部分。本住宅楼总建筑面积为7183平方米，地上14层，层高2.8米，总高度44米。根据设计要求，抗震设防烈度为7度，抗震等级为三级。根据任务书定出各层平面图及平面布置，本方案主体结构为剪力墙承重，在进行荷载计算和构件截面估算后分别选取纵向和横向的一片剪力墙进行计算。计算内容包括剪力墙截面尺寸的选取及等效刚度的计算；恒载、活载、地震作用及风荷载作用下的剪力墙内力计算；剪力墙内力组合；剪力墙配筋计算；楼梯计算和基础计算；PKPM电算复核。整个住宅楼在设计过程中严格遵循相关的专业规范的要求，参考相关资料和有关最新的国家标准规范，对设计的各个环节进行综合全面的考虑。52533

毕业论文关键词：住宅建筑，混凝土结构，剪力墙结构，结构设计

Abstract In recent years, with the development of economy and the increasing number of population, lands for housing construction are increasingly tense and new residential buildings are mostly high-rise residence. Due to high lateral stiffness and small deformation, the shear wall structure has been widely used in high-rise residence. Meanwhile, it can work both as load bearing and building envelope and this structure increases the indoor clear height effectively. Therefore, the research on the mechanical properties of the shear wall in the high-rise residence has important theoretical and practical significance. This design for the residential building at Jufuli community in Nanjing includes architectural design and structural design. The total gross floor area of the residential building is 7183 square meters. There are 14 floors above ground with a total height of 44 meters and the height of each floor is 2.8 meters. On the basis of the requirements, the seismic intensity is 7 degrees and the seismic level is three. According to the assignment book, the plan and layout of each floor are settled firstly. The main load-bearing structure of the program is the shear wall. After load calculation and member section estimating, we calculated a set of vertical shear wall and a horizontal shear wall. The calculation includes the selection of shear wall section size, the calculation of equivalent stiffness, the calculation of internal forces of shear walls under dead load, live load, earthquake and wind loads, the combination of internal forces, reinforcement computation of shear walls, computation of stairs and infrastructure, and operating review by PKPM. The requirements of relevant professional norms are strictly followed. The relevant information and the latest national standards are also referred, and every links of the design should be taken into account in the entire process.

Keywords: residential building, concrete structures, shear wall structure, structural design

目录

第一章 建筑设计说明·1

1.1 设计概况1

1.1.1 建设项目名称及建设地点··1

1.1.2 设计资料·1

1.1.3 设计内容·1

1.2 建筑设计2

1.2.1 结构选型及布置·2

1.2.2 各层平面布置2

1.2.3