文档介绍：XX市地震局办公楼建筑结构设计
摘要
这份毕业设计主要包括建筑设计部分和结构设计部分,建筑设计部分主要包括了建筑物平面、外观立面、剖面、房间布置、各节点详图、各部位做法等方面;结构设计方面包括了结构的布置、基础设计、结构部件的配筋;具体包括梁板设计、楼梯间计算、内力组合、框架配筋、基础设计等方面。该设计历时11周,运用了大学期间所学各科知识,如房屋建筑学、力学、混凝土结构设计、土力学等诸多书籍;在参考文献方面主要以现行规范为依据进行设计,力求做到理论与现实的相结合。该设计建筑物采用“一”字型,外观线条均匀流畅,不拖泥带水。该设计也有拐角部分,棱角分明,使整装建筑物不乏单调之意。
关键词:结构,框架,内力,组合,基础
Seismological Bureau of Luoyang City office
building
ABSTRACT
The structural design aspect has included the structure arrangement, the foundation design, structural element's reinforcing bars and so on. This design lasted 11 weeks, have utilized university period study various branches knowledge, like house architecture, mechanics, concrete structure design, soil mechanics and so on many books; Mainly carries on the design in the reference aspect take the present standard as the basis, makes every effort to achieve the design and the reality trail connection. This design building use “one” font, outward appearance line even smooth, is not loathsome. Although is “one” the design but has windingly obvious, the edges and corners are distinct, not obviously building monotonous meaning. This design main intention lies in serves as contrast a young school the historicity, besides the wall surface uses brick red face brick obviously plain, by prominent school historical atmosphere.
KEY WORDS: Structure, framework, internal force, combination, foundation
目录
前言 1
第1章结构计算参考值 2
2
2
柱截面尺寸的估算 3
计算数据 3
3
楼面均布活荷载标准值 4
第2章板的计算 5
板厚的确定 5
荷载计算(取1m板宽为计算单元) 5
内力计算 6
第3章楼梯计算 20
材料 20
楼梯板的计算 20
20
(取1m板宽为计算单元) 20
21
21
22
22
22
22
23
23
23
24
第4章恒荷载作用下内力计算 25
25
25
确定框架的计算简图 25
计算梁柱的线刚度 26
27
屋面恒荷载 27
楼面恒荷载 28
28
30
30
、柱端