设计描述：

文档包括:
word版设计说明书一份，共136页，约36000字
任务书一份
翻译一份

CAD版本图纸，共14张

摘  要
本设计的主体部分为10层钢筋混凝土框架结构体系的综合办公楼，主要包括建筑设计和结构设计两大部分。
     建筑部分严格按照设计规范要求，并做到使用、安全、经济、美观的统一。平面布局充分利用框架结构布置灵活的特点，达到设计合理，使用方便。立面造型稳重大方，威严美观。结构部分是整个设计的主要部分，其中包括框架的设计，结构构件的设计及地基基础部分的设计。结构设计应以结构设计规范为依据。在确定框架布局之后，先进行了层间荷载代表值的计算,接着利用顶点位移法求出自震周期，进而按底部剪力法计算水平地震荷载作用下大小，进而求出在水平荷载作用下的结构内力（弯矩、剪力、轴力）。接着计算竖向荷载（恒载及活荷载）作用下的结构内力。是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配筋并绘图。框架主体部分的设计应满足抗震要求。并结合计算机校正手算结果，计算机上机采用PKPM程序。结构构件的设计主要包括柱、梁、双向板、楼梯，雨篷计算。基础设计部分采用箱形基础。
 关键词：框架结构；框架；结构设计；抗震设计

Abstract
The subject part originally designed, for the living building of the structure system of ten floors of reinforced concrete frame --The structure, include two major parts of architectural design and structural design mainly.
The part of the building is rigorouslied enforce according to the design specification demand, accomplish using , safe , economic , beautiful unity. The plane figure fully utilizes the flexible characteristic of layout of the structure of frame, reach and design it rationally, easy to use. Being model calm and steady and good in taste , majestic and beautiful.The structure part is the whole of main part designed, the design of the structure component and the design of the basic part of the ground of including the frame . The structural design should be based on the design specification of the structure. When the directions of the frames is determined, firstly the weight of each floor is calculated .Then the vibrate cycle is calculated by utilizing the peak-displacement method, then making the amount of the horizontal seismic force can be got by way of the bottom-shear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. After the determination of the internal force under the dead and live loads, the combination of internal force can be made by using the Excel software, whose purpose is to find one or several sets of the most adverse internal force of the wall limbs and the coterminous girders, which will be the basis of protracting the reinforcing drawings of the components.  Frame design , subject of part should meet antidetonation demand, the level loads law of adopting D value method. Combine computer correct hand charge the result , the computer operates the computer and adopts PKPM procedure . Mainly including the post , roof beam , two-way board , stair and awning are calculated in the design of the structure component. The foundation is designed to adopt the shape foundation of the case partly.

Key words：Frame structure；Frame；structural design； anti-seismic design

目  录

摘要----------------------------------------------------Ⅰ
Abstract-------------------------------------------------------Ⅱ
第1章 绪论---------------------------------------------------1
第2章 设计任务书---------------------------------------------2
第3章 建筑设计部分-------------------------------------------6
3.1 建筑平面设计--------------------------------------------------7
3.1.1建筑总平面设计----------------------------------7
3.1.2主要使用部分的平面设计--------------------------8
3.1.3交通部分平面设计-------------------------------10
3.1.4建筑平面组合设计-------------------------------10
3.1.5建筑剖面设计-----------------------------------10
3.1.6层数-------------------------------------------10
3.1.7剖面组合设计-----------------------------------11
3.2建筑体型和立面设计---------------------------------11
3.2.1体型设计---------------------------------------11
3.2.2立面设计---------------------------------------11
3.3建筑材料采用及建筑细部构造尺寸的确定---------------11
3.3.1建筑结构材料-----------------------------------11
3.3.2屋顶构造---------------------------------------12
3.3.3厕所防水构造和门窗材料-------------------------12
3.3.4门窗材料---------------------------------------12
3.3.5地面散水---------------------------------------12
3.4设置楼梯、电梯建筑构造-----------------------------13
3.4.1楼梯构造---------------------------------------13
3.4.2电梯构造---------------------------------------13
3.5防火设计-------------------------------------------13
第4章 结构设计及计算----------------------------------------14
4.1概述-----------------------------------------------------14
4.2截面尺寸估算--------------------------------------------15
4.2.1  梁板截面尺寸估算------------------------------15
4.2.2. 柱的截面尺寸估算------------------------------16
4.3水平风荷载作用下框架内力计算-----------------------17
4.4框架抗侧移刚度计算---------------------------------19
4.4.1.梁柱线刚度Io计算------------------------------19
4.4.2. D值-------------------------------------------20
4.5 水平地震作用计算-----------------------------------20
4.6 荷载汇集-------------------------------------------22
4.6.1 竖向荷载---------------------------------------22
4.6.2.荷载汇集---------------------------------------24
4.7 框架工作-------------------------------------------26
4.7.1水平荷载作用下框架的层间侧移-------------------27
4.7.2确定柱的反弯点高度比Y--------------------------28
4.7.3计算柱端弯矩和剪力-----------------------------31
4.7.4计算梁端弯矩和剪力-----------------------------34
4.8竖向荷载作用下框架内力计算-------------------------35
4.8.1计算轴线间框架梁的均布荷载---------------------35
4.8.2框架的力矩分配---------------------------------37
4.8.3框架的弯矩叠加调幅-----------------------------48
4.8.4框架的剪力计算---------------------------------53
4.8.5框架柱的轴力计算-------------------------------54
4.9荷载组合-------------------------------------------57
4.9.1梁的荷载组合-----------------------------------59
4.9.2柱的荷载组合-----------------------------------72
4.10框架梁截面设计配筋计算----------------------------83
4.10.1梁的正载面受弯配筋计算------------------------83
4.10.2梁的斜截面受剪配筋计算-----------------------104
4.11 框架柱配筋设计 ----------------------------------108
4.11.1柱的纵筋配置---------------------------------108
4.11.2柱箍筋计算-----------------------------------113
4.12板的配筋-----------------------------------------114
4.12.1荷载计算-------------------------------------114
4.12.2内力计算-------------------------------------115
4.13楼梯计算-----------------------------------------120
4.13.1梯段板计算-----------------------------------121
4.13.2平台板计算-----------------------------------122
4.13.3平台梁---------------------------------------123
4.14雨篷的设计---------------------------------------124
4.15.节点设计-----------------------------------------128
第5章 柱、梁模板设计及计算---------------------------------130
5.1概述----------------------------------------------------130
5.2主梁所用支架计算及验算--------------------------------130
致谢---------------------------------------------------132
参考文献-----------------------------------------------133