要：设计题目位于山东省济宁市，结构类型为剪力墙结构，抗震设防烈度为6度，地震加速度为0.05g，场地类别为II类，设计地震分组为第一组，地下一层地上17层。
剪力墙是钢筋混凝土高层建筑中重要的基本构件，与竖向承力的框架柱相比，具有竖向高度大，平面长而厚度相对小等特点，属于混凝土构件中的“薄壁”构件。剪力墙在承载力和平面内刚度方面都具有突出的优点，但同时由于长度较长而厚度较薄，需要考虑其剪切变形并避免平面外受力等不利状况。
最初3周进行了轴网布置，计算荷载，设计梁的尺寸并进行组装。后面13周进行计算书的编写，基础设计和施工图绘制。结构施工图包括：桩位布置图，墙、柱布置图，梁、板配筋图，楼梯详图和筏板配筋图。利用PKPM结构电算软件进行整体建模调整及抗震设计，并对所得计算结果进行数据分析后不断调整初设模型，待达到相关规范要求的各项控制指标后，依据PKPM软件最终导出计算结果，综合考虑经济和施工工艺等因素进行各结构构件配筋设计。7509
整体的设计达到如下结论：
1　结构设计方案技术上可行且经济合理。
2　PKPM计算模型与建筑施工图一致且符合现行规范要求，保证构件设计到位、荷载收集准确、总信息设置符合现行规范、计算结果贴近规范规定值。
3　制图符合国家标准，梁柱墙平法标注符合国家标准图集要求，图面美观、表达清晰到位、构造设计符合现行规范要求。
关键字：剪力墙布置；剪力墙配筋；合理布局；抗震设计；
Design topics located in Jining City, Shandong Province, the structure of type wall structure, seismic fortification intensity is 6 degrees, the seismic acceleration of 0.05g, venue category of II, the design earthquake grouped into the first group, the basement floor 17 floors.
High-rise buildings of reinforced concrete shear wall is an important basic components, and vertical load-bearing frame column, compared with a vertical height of a large, flat long and relatively small thickness and other characteristics, are concrete structures in the "thin" member . Capacity and in-plane shear stiffness in and have an outstanding advantages, but longer and thinner due to length, need to consider their plane shear deformation and avoid stress and other adverse conditions.
         Initially three weeks for a grid layout, load calculations, design and dimensions of the beam to be assembled. After 13 weeks for the preparation of calculations, basic design and construction drawings. Construction drawing include: pile layout, walls, columns layout, beam, plate reinforcement drawing, stairs raft reinforcement detailing and drawing. Computer software use PKPM structural adjustment and the overall modeling seismic design, and data analysis results obtained after the preliminary design model to constantly adjust, to be required to meet the relevant specifications of the control indicators, based on the results derived PKPM software end, considering the economy and the construction technology and other factors of each structural member reinforcement design.
         The overall design reaches the following conclusions:
          A structural design is technically feasible and economically reasonable.
          2 PKPM model consistent with the construction drawings and in accordance with current regulatory requirements, ensure component design in place, load the collection of accurate, the total information that meet the current specification, the results close to the specification values.
          3 graphics meet the national standard, flat wall beams marked in line with national standard atlas law requirements, drawing beautiful, articulate in place, the structure designed to meet the current regulatory requirements. 小区高层区结构设计计算书+CAD图纸:http://www.youerw.com/gongcheng/lunwen_5505.html