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1、河南科技大学毕业设计（论文）I洛阳市某大学招待所建筑结构设计洛阳市某大学招待所建筑结构设计摘摘 要要此次我的毕业设计题目为“洛阳市某大学招待所建筑结构设计” 。本设计的内容包括建筑设计、结构设计两大部分。建筑设计是在任务书的要求下，定出设计方案，画出建筑施工图。结构设计是在建筑物初步设计的基础上确定结构方案从而绘制结构施工图。目的是熟悉设计过程以及对大学所学知识进行一个系统的整理。该设计采用钢筋混凝土现浇框架结构，层数为六层，建筑总高度 23.5m，总建筑面积约 6500。根据设计要求 7 度设防，抗震等级为三级，设计中要考虑抗震设计。根据任务书确定各层平面图及平面布置。本方案主体结构为纵横向
2、承重框架。在进行荷载计算和构件截面估算后，对其中一榀框架进行计算，计算内容有：框架梁柱截面尺寸的确定及线刚度的计算；恒载、活载、地震作用下梁端、柱端弯矩、剪力的计算；框架内力组合；框架梁柱配筋计算；楼梯配筋计算及基础配筋计算。框架受力钢筋主要采用级钢筋，箍筋主要采用级钢筋。整个方案设计基本符合设计和结构要求，具有一定的合理性。通过对招待所楼层平面图、剖面图、构造图及施工图的绘制和结构的设计，我熟悉了设计的全部过程，对建筑结构设计有了一个系统的认识，掌握了结构设计计算的基本方法，顺利地完成毕业设计任务。同时，对这些年所学的专业知识和基本概念进行了系统的梳理，加深了对其理解，从而提高了分析和解决实
3、际问题的能力。关键词：框架结构 建筑设计 荷载 结构设计 抗震设计 内力组合THE ARCHITECTURAL AND STRUCTURAL DESIGN OF UNIVERSITY HOSTEL IN LUOYANG 河南科技大学毕业设计（论文）IIABSTRACTThe graduation project entitled “The Architectural and Structural Design of University hostel in Luoang”. Including the architecture design and structure designing. A
4、rchitectural design is the premise of the overall plan, in accordance with the requirements of the design task of the book, to finalize the design of construction plans drawn. Structural design is in the preliminary design of buildings based on the structure of the program; mapping the structure of
5、the relevant working drawings.The purpose of the design is familiar with the process.This scheme adopts the cast-in-place frame structure. There is six-storey low-rise building, total building height of23.5m, the total Construction area of 6500 . According to the designing requirement, the earthquak
6、e intensity is 7 degrees to set up defenses, the grade of ant detonation is 3 grades, considered Anti-seismic design in the design. According to assignment book define every layer blueprint and plane arrange. The main structure of the program to load-bearing framework of vertical and horizontal. Cal
7、culate and component section after estimating , choose one Pin frame calculate to load to go on design, consideration substance include select frame column section measurement and thread rigidity ;calculate dead loads and live loads and seismic action produce roof beam extremity and column extremity
8、 bending moment ,shear and axle power; Frame internal force make up; Mate steel; Stairs mate steel and foundation mate steel calculate .Frame be subject to power steel adoptlevel and hoop steel adoptlevel. The whole conceptual design accords with the design and structure demand basically, have certa
9、in creativity and rationality.Through the design of Conference Center construction, and drawing floor plan ，constructed profile and constructional drawing, I am familiar with the principle design of construction, and mastered the basic methods of computation of the construction design. At the same t
10、ime, I have a deeper understanding of these several years profession learning and the foundation knowledge. As a result, my ability that analyzing and solving the actual problems improved.kEY WORDS: Frame structure； Architectural design； Loads；河南科技大学毕业设计（论文）IIIStructural design； Anti-seismic desi Co
11、mbination of internal forces目 录前 言.1第 1 章 设计基本资料.21.1 设计初步资料.21.2 结构选型.21.3 框架计算简图及梁柱线刚度.3第 2 章 荷载计算.62.1 恒荷载标准值计算.6河南科技大学毕业设计（论文）IV2.2 活荷载标准值计算.92.3 竖向荷载下框架受荷总图.92.4 风荷载标准值计算.162.4.1 风荷载标准值的计算.162.4.2 风荷载作用下位移验算.172.5 横向水平地震作用的计算.192.5.1 重力荷载代表值的计算.202.5.2 各层水平地震作用的计算.222.5.3 水平地震作用下的内力计算.24第 3 章 竖向荷载下框架结构的内力计算.313.1 恒载作用下的内力计算.
