某高层办公楼毕业设计-土木毕业设计(计算书cad图纸Word文件下载.doc

1、学 生： 苑志宇 指导教师： 郭楠 讲师 学 院： 土木工程学院 专 业： 土木工程专业（建筑工程方向）2006级3班 2010年6月毕 业 设 计 任 务 书设计题目 绥化市某高层办公楼设计 指导教师 郭楠 讲师 专 业 土木工程专业（建筑工程方向）2006级3班 学 生 苑志宇 2009 年12 月25 日题目：绥化市某高层综合办公楼设计任务内容（包括内容、计划、时间安排、完成工作量与水平具体要求）拟在绥化市建一高层综合办公楼，建筑面积为7000m2左右，试进行设计。本设计包括建筑设计、结构设计、施工组织设计三个部分，建筑设计是毕业设计的基础，结构设计是毕业设计的重点。第1周第2周是建筑设

2、计。内容包括：建筑方案设计、设计说明书、绘制施工图（总平面图、平面图、立面图、剖面图、节点构造详图）。掌握高层建筑设计规范各项要求，第3周第5周结构布置，荷载计算框架及剪力墙的刚度计算；第6周第7周是毕业实习调研。考察实际工程增强成型实践知识，搜集图纸资料，记好实习日记，写出实习报告。第8周第9周结构自振周期的计算水平地震作用计算各种荷载作用下的框剪结构协同分析，计算出单片剪力墙及单榀框架的内力。第10周第13周是结构设计。内力组合、配筋计算，使用结构设计软件重新设计并完成施工图；目的及要求：从结构方案计算设计实践全过程整理说明书，计算书。第14周会签图纸，教师检查学生图纸质量，审阅说明书、计

3、算书。第15周施工组织设计，掌握施工现场的组织和操作程序。第16周毕业设计答辩。全面考核基础知识，设计原理，基础理论。其中：参考文献篇数： 20篇以上，其中包括英文文献3篇图 纸 张 数：计算机绘图810张 说明书字数：1.5万字以上专业负责人意见签名：年 月 日绥化市某高层办公楼设计摘 要本设计为一高层办公楼，地上11层，地下1层。房屋总建筑高度43.2米，其中，地下为设备层和停车场，层高4.2米，一层为商服，层高4.2米，其余各层均为办公区，层高3.9米。房屋所在地区的抗震设防烈度为7度，类场地，设计地震分组为第一组。结构主体采用现浇钢筋混凝土框架剪力墙结构体系，一层裙房部分采用框架结构，

4、剪力墙沿楼、电梯间进行布置，为减小地基不均匀沉降，采用桩基础。本设计由5部分组成：绪论，建筑设计、结构设计、施工组织设计和结语。建筑设计中，充分考虑了消防和疏散要求，设楼梯1部、电梯3部。屋面防水采用PPC乙丙多层复合放水卷材，设有保温层和隔气层，采用有组织内排水。内外墙均采用混凝土空心砌块砌筑，内墙厚200mm，外墙厚400mm，外墙混凝土砌块内夹苯板。结构设计主要包括：结构布置、刚度计算、内力计算和配筋计算。确定结构方案时尽可能使各构件的传力路径简单，受力明确；通过选择剪力墙和框架的刚度，使整个结构的刚度特征值处于合理范围；进行竖向荷载和水平荷载作用下的内力计算，合理进行荷载效应组合，并根

5、据协同工作原理将荷载分配至框架和剪力墙中进行内力组合；求出各构件内力后，根据强柱弱梁，强剪弱弯的抗震设计原则，对构件组合后内力进行调整，采用调整后的内力进行配筋计算。采用平面整体表示法绘制施工图，图面表达力求规范，详尽和美观。关键词：框架剪力墙结构，结构设计，内力计算，抗震设计 The design of Suihuas Office Building AbstractThere was a high-rise office building with 11 stories overground and 1 story underground. The height of the buildi

6、ng was 43.2m, an equipment story and parking lot with 4.2m high underground, bottom story with 4.2m high for the first layer, other stories with 3.9m high for office. The seismic fortification intensity of building location was 7 degree, site of category , and the classification of design earthquake

7、 was the first group. Cast-in-situ reinforced concrete frame-shearwall structure was adopted in the main part of structure and shearwalls were arranged along the stair and elevator room. To reduce the differential settlement, pile foundations were adopted.There were 5 parts in this design, including

8、 introduction, architectural design, structural design, construction organization design and conclusions. In the architectural design, the requirements of fire fighting and evacuation were considered. One stair and three elevator were distributed in the unit. The ppc ethylene-propylene multi-layers

9、composite waterproof coiled material were adopted in roof waterproof, insulation and air partition layer set, and organized outer drainage were used. Concrete hollow blocks were adopted in interior and exterior walls with 200mm thickness in the interior walls and 400mm in the exterior walls. In stru

10、ctural design, structural arrangement, calculations of rigidity, internal force and reinforcement were included. The load path should be designed simple and definite when the scheme of structure was determined. It was important to make the characteristic value of stiffness of the whole structure in

11、a reasonable range by selecting rigidity of shearwalls and frames reasonably. The internal forces of vertical and horizontal loads were calculated, load effect combinations were performed reasonably, and the internal forces should be distributed to frames and shearwalls according to the principle of

12、 cooperative work. After the internal forces were calculated, they should be adjusted according to the seismic design principle of strong column and weak beam and strong shear capacity and weak bending capacity, and reinforcement calculation was performed with the adjusted value. The construction dr

13、awings were completed by plane integration expression method, and expression in drawings should be as normative, detailed and beautiful as possible.Abstract: frame-shearwall structure, structural design, internal force calculation, seismic design目 录摘要1 绪论11.1 高层建筑结构的特点11.2 现代高层建筑结构的发展11.3 本设计的内容和设计方法1111.4 本次设计的目的和意义12 建筑设计632.1建筑构思32.2平面选型及布置32.2.1使用部分的平面设计42.2.2辅助部分的平面设计52.2.3交通联系部分的平面设计62.3建筑剖面设计72.3.1房间的剖面形状72.3.2房屋个部分高度的确定82.3.3房屋层数的确定82.3.4 建筑空间的组合利用92.4 建筑立面设计92.5 墙体设计102.6 防火防烟设计102.6.1 耐火等级102.6.2 防火