五层现浇钢筋混凝土理工学院办公楼设计+图纸
本设计主要包括建筑设计和结构设计部分。建筑设计部分主要包括建筑平面、立面、剖面设计；结构设计包括结构布置、结构设计、混凝土梁、楼板设计、楼梯、钢结构和框架内力等。在确定框架布局，计算结构在竖向荷载和水平荷载作用下的内力。内力组合确定最不利的一组或几组内力组合。选择最不利的内力组合，计算并绘制钢筋。
最后，利用PKPM软件及办公软件工具进入，分析对手和商品检验结果。在最后计算结果的基础上，结合相应的结构，绘制了结构施工图和施工图，并编制了相应的设计计算和结构设计计算。
毕业论文关键词：框架结构；抗震；结构设计；内力计算
Abstract The design of the framework of the structure, the main structure of the five, the main building height of 18。55 meters, with a total construction area of 4000。36 square meters。 The design of the floor, the roof of the cast in place reinforced concrete structure。 According to the architectural design specifications, carefully consider the various factors affecting the design。 In strict accordance with the requirements of professional standards, refer to the relevant information and the latest national standards for all aspects of the design of a comprehensive scientific considerations。
This design mainly includes the architectural design and the structural design part。 The architectural design part mainly includes the building plane, elevation, section design, structure design, including structure layout, structural design, concrete beam, floor design, stair, steel structure and frame internal force, etc。。 In determining the frame layout, calculating the internal force of the structure under the action of vertical load and horizontal load。 Combination of internal forces to determine the most unfavorable one or several groups of internal force combination。 Select the most unfavorable combination of internal forces, calculation and drawing of steel。
Finally, the use of PKPM software and office software tools to enter, analysis of the results of the opponent and the test results。 On the basis of the final calculation results, combined with the corresponding structure, drawing the structure of the construction drawings and construction drawings, and the preparation of the corresponding design calculation and structural design calculation。
Key words: frame structure; seismic; structural design; internal force calculation
目 录
第一章 绪论 6
1。1概述 6
1。2选题的意义 6
1。3结构设计 6
1。4 框架结构存在问题 6
1。5 本结构主要研究内容 7
1。6 研究方法 8
第二章 结构基础数据收集 9
2。1 设计资料 9
2。1。1场地地质条件 5
2。1。2气象条件 5
2。1。3其他条件 5
2。2结构荷载统计 9
2。2。1恒载标准值计算 9
2。2。2活载标准值计算 8
第三章 结构布置 14
3。1 结构布置 13
3。1。1 柱网布置 13
3。1。2初选截面尺寸 13