Xxxx
毕 业 设 计
设计题目：xxxx实验楼建筑结构设计
系 别：_________________________
班 级：_________________________
姓 名：_________________________
指 导 教 师：_________________________
年 6 月 6 日
土木工程系
Xxxx实验楼建筑结构设计
摘 要
本工程为xxxx实验楼，位于xxxx区。该工程为四层钢筋混凝土框架结构，建
筑面积为4823.28平方米，建筑物总高度为17.1米。
本设计主要分两部分，一是建筑设计，主要包括总平面设计、平面设计、立
面设计、剖面设计。总平面设计是充分利用建筑空间，提高容积率，提高绿化率
，对各类不同性质或功能的建筑进行平面布置，设计出既节约用地，又充分人性
化，环境优秀的平面布置。平面设计主要依据各房间的使用功能及使用面积定出
其形状和水平方向各部分的组合关系，按采光通风要求设计各房间的门窗大小和
尺寸；立面设计主要考虑实验楼的整体美观；剖面设计则根据使用要求确定层高
、窗台高度、窗高及室内外高。二是结构设计，是在确定结构布置之后，先进行
了截面初估，然后进行了荷载统计，接着计算水平及竖向荷载作用下的内力，找
出最不利的一组或几组内力组合，选取最安全的结果计算梁板柱配筋并绘图。此
外还进行了基础和楼梯设计，完成了基础、楼梯内力和选型计算及施工图绘制。
楼梯采用板式楼梯，基础采用柱下独立基础。另外运用了PKPM进行框架结构设计
计算。
整个结构在设计过程中，严格遵循相关的专业规范的要求，参考相关资料和
有关最新的国家标准规范，对设计的各个环节进行综合全面的科学性考虑。总之
，适用、安全、经济、美观、使用方便是本设计的原则。
关键词：框架结构 建筑设计 结构设计 内力组合
Architectural Design and Structure
design of Xxxx eighth middle school
Experiment Building
Abstract
The engineering is Xxxx eighth middle school Experiment Building , which is
located in Tang Shan city.The engineering is four layer reinforced concreterame
structures, which is 4823.28 square meters of the building area. The height of the whole
building is 17.1 meters.
The design is made up of two parts, one part is architectural design ,which mainly
includes: the overall plan design, plan design, facade design and section design. The
overall graphic design go into the layout of the different types of nature or function of
buildings,which can take full use of architectural space, enhance the volume and improve
the greening rate ,in order to save space, also fully human,make layout of good
environmental.The plan design is in the light of the functional area of the rooms and is
determined by the relation of combination among all the parts of the building in
horizontal plan, and design the room size and dimensions of doors and windows
according to ventilation and lighting .The facade design should be based on the overall
building appearance .The section design determine the height of every store, windows,
windowsill and height gap between outdoors and indoors on the basis of the requirement
of function . The other part is structure design,when the structural arrangement is
determined, firstly take an advance estimate of the cross section and then proceed to the
load statistics, and then calculate internal forces under the horizontal and vertical load,
identify the most disadvantaged group, or a combination of several sets of internal
forces,then select the results of the most secure and computing and reinforcement of
beam ,board,column and drawings. In addition, I design the foundation and stairs, and
complete the foundation, the stairs and the selection of internal force calculation and
construction of mapping.The stairs are cranked slab stairs, and the foundation is
independent foundation under column.I also go into the structural design of the
framework calculation by PKPM.
In the design process of the entire structure, I follows the request of the related
specialized standard strictly, then refer to correlation data and the related newest national
standards standard, then design each link on the synthesis comprehensive scientific
nature consideration. In brief, the suitable, the security, the economy, the beauty, easy to
operate is this design principle.
Keywords: frame structures; building design; structural design; combination of internal
forces
目 录
1 引言 ................................................................1
2 建筑结构设计 ........................................................3
2.1工程概况........................................................3
2.1.1工程名称..................................................3
2.1.2建设地点..................................................3
2.1.3工程概况..................................................3
2.1.4地质条件..................................................3
2.1.5气象资料..................................................3
2.1.6地震情况..................................................3
2.1.7材料......................................................3
2.2 设计依据.......................................................3
2.3 建筑设计概述...................................................4
2.4 结构布置.......................................................4
2.5 截面初估.......................................................6
2.5.1 板截面初估： .............................................6
2.5.2 框架梁截面初估： .........................................6
2.6框架计算简图....................................................8
2.6.1确定框架计算简图 ..........................................8
2.6.2计算各框架梁柱线刚度： ....................................8
2.7荷载计算.......................................................10
2.7.1恒载标准值计算 ...........................................10
2.7.2活荷载标准值 .............................................11
2.7.3竖向荷载下框架受荷总图 ...................................12
2.7.4风荷载标准值计算 .........................................18
2.7.5水平地震作用计算 .........................................20
2.7.6多遇水平地震作用计算 .....................................25
2.8 层间位移及剪重比的验算........................................25
2.9 水平地震作用下内力分析........................................26
2.10 风荷载作用下的内力分析.......................................31
2.11 竖向荷载下的内力分析.........................................35
2.11.1 恒荷载作用下固端弯矩的计算 .............................35
2.11.2 活荷载作用下固端弯矩的计算 .............................35
2.11.3竖向荷载下剪力计算 ......................................39
2.11.4竖向荷载下柱轴力计算 ....................................42
2.12 荷载效应组合.................................................45
2.12.1竖向荷载作用下梁端剪力和弯矩调幅 ........................45
2.12.2水平地震作用下梁端弯矩调整 ..............................47
2.12.3风载作用下梁端弯矩调整 ..................................48
2.13 框架柱的截面设计.............................................58
2.13.1 内力调整 ...............................................58
2.13.2框架柱的截面设计 ........................................60
2.14 框架梁的截面设计.............................................62
