毕业设计（论文）--华文文理综合教学楼建筑设计及计算书.doc

摘要本综合教学楼共5层，层高3.9m，建筑总高度19.5米建筑面积约14118m2采用钢筋混凝土框架结构，抗震设防烈度为7度，场地类别Ⅱ类，抗震等级为三级耐火等级为两级整个设计包括建筑设计和结构设计两局部建筑设计局部，根据建筑物的特性和要求先确定建筑物的外形根据功能分区和流线布置划分房间根据设防烈度以及抗震等级来确定建筑的结构形式，然后对建筑进行柱网布置最后对建筑进行细部的处理，从而使建筑物到达“适用、平安、经济、美观〞的要求；绘制建筑平面图、剖面图、立面图，细部详图和总平面图结构设计局部，首先根据建筑设计、工艺使用要求、材料供给情况以及场地地质条件等确定结构布置方案，然后选取一榀典型框架进行设计计算在明确计算简图的前提下，进一步确定框架承受的荷载，包括恒载、屋〔楼〕面活载，在此根底上进行框架内力计算〔采用D值法计算风荷载和地震荷载作用下的内力，采用弯矩二次分配法计算竖向荷载作用下的内力〕、内力组合、梁、柱和根底等构件的配筋计算以及水平荷载作用下的侧移验算选取最平安的结果计算配筋并绘图；并进行地基设计此外还进行了结构方案中的楼梯的设计完成了踏步板，梯段斜梁，平台板，平台梁等构件的内力和配筋计算及施工图绘制。

在上述工作的根底上，采用制图软件AutoCAD 2007和天正绘图软件绘制了建筑施工图和结构施工图关键词：钢筋混凝土框架结构；教学楼；建筑设计；结构设计Abstract The comprehensive teaching building has 5 floors, floor high 3.9 meters building a total height of19.5 meters,.the building area of about 14118 m2. with reinforced concrete frame structure, seismic grade 3, seismic fortification intensity is 7 degrees, the whole design including architecture design and structure design two parts.Architectural design part, according to the characteristics of buildings and asked to determine the shape of the buildings, fortification intensity and seismic grade to determine the structure of buildings, then to column grid layout, building good column grid layout for the size of the room is decorated after, and then according to the functional partition room division, finally to detail of the building, so that the buildings reach "applicable, security, economic, beautiful".Structure design part, firstly according to the architectural design, process, materials supply and requirements for the use of the site geological conditions determine the layout of the structure, and then selects a pin typical framework design. In the explicit calculation diagram under the premise, further determining the frame under load, including dead load, live load house ( floor) surface, on the basis of calculation of internal forces of frame ( the D value method to calculate the wind load, the moment two methods of distribution to calculate vertical load under the action of internal force, internal force ) combination, beam, column and foundation member reinforcement calculation and wind load under the lateral displacement calculation. In addition, the structure scheme of the design of stair.Ladder section of oblique beam, and completed the step plate flat pallet, platform beam component of the internal force and reinforcement calculation and construction drawingsOn the basis of the above work, using graphics software AutoCAD 2007drawing construction plans and construction plans.Keywords: Reinforced concrete frame structure; Teaching building; architectural design; Structure design.目录1 建筑设计……………………………………………………………………1 1.1 设计资料………………………………………………………………1 1.1.1 工程概况………………………………………………………1 1.1.2 设计资料………………………………………………………1 1.1.3 设计要求………………………………………………………2 1.2 总平面设计…………………………………………………………3 1.2.1设计要求…………………………………………………………3 1.2.2设计内容…………………………………………………………3 1.3建筑平面设计…………………………………………………………4 1.3.1建筑平面布置……………………………………………………4 1.3.2功能分区…………………………………………………………4 1.3.3房间的布置………………………………………………………4 1.3.4交通联系局部的布置……………………………………………8 1.3.5防火措施……………………………………………………9 1.4建筑立面设计…………………………………………………………10 1.4.1立面设计的根本要求…………………………………………11 1.4.2立面设计的主要形式…………………………………………11 1.4.3立面设计的主要做法…………………………………………12 1.5建筑剖面设计………………………………………………………13 1.5.1剖面设计根本要求……………………………………………13 1.5.2楼梯的设计……………………………………………………15 1.6细部构造设计………………………………………………………17 1.6.1散水……………………………………………………………17 1.6.2变形缝………………………………………………………17 1.6.3勒脚构造………………………………………………………19 1.6.4楼、地面…………………………………………………………19 1.6.5女儿墙…………………………………………………………21 1.6.6门、窗…………………………………………………………212 结构设计……………………………………………………………………22 2.1设计资料………………………………………………………… …22 2.2结构布置及计算简图确实定………………………………………22 2.2.1选择承重方案…………………………………………………22 2.2.2截面尺寸估算…………………………………………………22 2.2.3结构计算简图…………………………………………………243板及次梁的计算…………………………………………………………26 3.1板的设计…………………………………………………………… 26 3.1.1荷载统计………………………………………………………26 3.1.2双向板内力及配筋计算………………………………………26 3.2次梁的设计………………………………………………………29 3.2.1荷载设计值……………………………………………………29 3.2.2计算简图………………………………………………………30 3.2.3内力计算………………………………………………………30 3.2.4承载力计算……………………………………………………30 4框架设计……………………………………………………………32 4.1荷载统计…………………………………………………………… 32 4.1.1恒荷载计算………………………………………………… 32 4.1.2活荷载计算………………………………………………… 35 4.1.3风荷载计算……………………………………………………35 4.1.4重力荷载代表值计算…………………………………………36 4.2竖向荷载作用下框架内力计算…………………………………… 38 4.2.1横向框架线刚度计算…………………………………………394.2.2恒荷载作用下内力值计算……………………………………404.2.3活荷载作用下内力值计算……………………………………46 4.3水平荷载作用下框架内力计算…………………………………… 544.3.1横向水平地震作用下框架的内力和侧移计算………………554.3.2风荷载作用下框架的内力和侧移计算………………………60 5框架内力组合……………………………………………………………65 5.1结构抗震等级…………………………………………………65 5.2框架梁内力组合………………………………………………… 65 5.2.1作用效应组合………………………………………………66 。