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1、河南科技大学毕业设计洛阳市卧龙会议中心建筑结构设计摘 要本毕业设计题目为“洛阳市卧龙会议中心建筑结构设计” 。设计的内容包括建筑设计、结构设计两部分。建筑设计是在总体规划的前提下，根据设计任务书的要求，确定设计方案，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；绘制结构施工图。其中个结构设计只选取了会议中心的附属宾馆，目的是熟悉设计过程。该设计采用钢筋混凝土现浇框架结构，建筑层数为六层，建筑总高度27.6m，总建筑面积 11456.64。根据设计要求，设防烈度为 7 度，抗震等级为三级，设计中要考虑抗震设计。根据任务书定出各层平面图及平面布置。本方案主体结构为纵横向承重框架。
2、在进行荷载计算和构件截面估算后，选取了一榀框架进行计算，计算内容包括框架梁柱截面尺寸的选取及线刚度的计算；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。通过对会议中心楼层平面图、剖面图、构造图的绘制和结构的设计，熟悉了设计的全过程，掌握了结构设计计算的基本方法，顺利地完成了毕业设计任务。同时，对这些年所学的专业知识和基本概念有了更深的理解，从而提高了分析和解决实际问题的能力。关键词：框架结构 建筑设计 荷载 结构设计 抗震设计 T
3、HE ARCHITECTURAL AND STRUCTURAL DESIGN OF WOLONG CONVENTION CENTER IN LUOYANG 河南科技大学毕业设计IABSTRACTThe graduation project entitled “The Architectural and Structural Design of Wolong Convention Center in Luoang”. Including the architecture design and structure designing. Architectural design is the pre
4、mise 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 the relevant working drawings.
5、 In the structural design of which only selected a subsidiary of the Convention Center Hotel, 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 of 27.6m, the total Construction are
6、a of 11456.64 . According to the designing requirement, the earthquake 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
7、the program to load-bearing framework of vertical and horizontal. Calculate 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 load
8、s and seismic action produce roof beam extremity and column extremity 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 desi
9、gn accords with the design and structure demand basically, have certain 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 b
10、asic methods of computation of the construction design. At the same time, 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.河南科技大学毕业设计IIKEY WORDS: Frame structure； Arc
11、hitectural design； Loads；Construction design； Anti-seismic design目 录前 言 .1第 1 章 设计 的基本资料 .21.1 工程概况 .21.1.1 设计资料 .21.1.2 结构选型 .31.2 框架结构布置、计算简图及梁柱线刚度计算 .31.2.1 确定框架的计算简图 .31.2.1 梁柱尺寸的初选和线刚度计算 .4第 2 章 重力荷 载代 表值及侧移刚度的计算 .82.1 荷载计算 .8河南科技大学毕业设计III2.1.1 恒载标准值计算 .82.1.2 活荷载标准值计算 .102.2 重力荷载代表值的计算 .102.3
12、框架柱的侧移刚度计算 .16第 3 章 水平荷载作用下 框架结构内力及侧移计算 .193.1 水平地震作用下框架结构的内力和侧移计算 .193.1.1 框架自振周期的计算 .193.1.2 多遇水平地震作用标准值和位移的计算 .203.1.3 框架地震内力的计算 .223.2 风荷载作用下框架结构的内力和侧移计算 .273.2.1 风荷载标准值计算 .273.2.2 风荷载作用下的位移验算 .283.2.3 风荷载作用下框架内力计算 .30第 4 章 竖向荷载作用下 框架结构的内力计算 .344.1 竖向荷载下框架受荷总图 .344.2 竖向荷载作用下框架的内力计算 .394.2.1 恒载作用下框架内力计算 .39第 5 章 内力组 合 .555.1 弯矩调幅 .555.2 横梁内力组合 .575.3 框架柱内力组合 .70第 6 章 配 筋计算 .796.1 框架柱配筋计算 .796.2 框架横梁配筋 .886.3 楼梯的配筋计算 .936.3.1 踏步板的计算 .936.3.2 楼梯斜梁计算 .
