建筑工程毕业设计（可编辑）.doc

经典文档 下载后可编辑复制 河南科技大学新校区图书馆建筑结构设计 摘 要 本工程为河南科技大学新校区图书馆工程，采用多层框架结构，主体为六层，本地区抗震设防烈度为7度，场地类别为II类场地。基本风压0.40KN/M，基本雪压0.35 KN/M。主体采用现浇钢筋混凝土结构。 本设计分为两个步骤：首先是根据设计任务的要求和建筑设计原理，确定建筑方案，并绘制建筑施工图，包括各层平面图、立面图、剖面图等。其次，在结构设计中选取H轴框架进行计算。确定框架布局之后，先计算各项荷载(包括恒荷载、活荷载、重力荷载代表值等),接着计算结构在上述各项荷载作用下的内力(包括弯矩、剪力、轴力)，并对恒荷载和活荷载作用下弯矩进行塑性调幅，计算梁端控制截面的弯矩与剪力。然后对不同荷载作用下的内力进行组合，并根据“强柱弱梁”、“强剪弱弯”等原则对组合后的内力值进行调整，使结构满足使用与安全的要求。最后根据最不利的一组或几组内力组合值计算配筋，并绘制结构施工图。 整个结构在设计过程中，严格遵循相关专业规范的要求，对设计的各个环节进行综合全面的考虑。 关键词： 框架结构，抗震，荷载，内力，配筋 THE ARCHITECTURAL AND STRUCTURAL DESIGN OF LIBRARY OF NEW CAMPUS OF HENAN UNIVERSITY OF SCIENCE AND TECHNOLOGY ABSTRACT This project is the Library of New Campus of Henan University of Science and Technology. The building is a multiplayer frame structure. In this region, Seismic fortification intensity is 7 degrees. Site classification is II. The basic wind pressure is 0.40KN / M, basic snow pressure is 0.35 KN / M. The main structure is cast-in-place reinforced concrete structure. The design have two steps: Firstly, according to requirement of the design task and the principle of architectural design, the architectural scheme and protracted the architectural execution drawings are determined. These drawings include each floor’s ichnography, elevation drawings, cut-away drawings and so on. Secondly, in the structural design of the framework, H-axis is selected to be calculated. After the calculating unit and plan are gained, loads (including constant load, live load, gravity load on behalf of values, etc.) are calculated, and then the internal force loads (including bending moment, shear, axial force) under the above calculation can be gained. After that, bending moments under constant load and live load are adjusted, the moment and shear of the control section of the beam end is computed. And then internal forces under different loads are combined. In accordance with the principles of weak beam strong column and strong shear weak bending, combined internal forces are adjusted to