设计样板摘要

1、学 号：200804040211HEBEI UNITED UNIVERSITY毕业设计说明书摘要设计题目：唐山市供电公司办公楼设计学生：专业班级：08 土木 4 班学院：建筑2012 年 5 月 23 日摘要该工程位于唐山市市区，设防烈度为 8 度。本工程采用框架结构。该办公楼为四层，层高 3.3 米，总高 14.1 米，总建筑面积为 2860 平方米。该设计包括三部分：建筑设计、结构设计和施工设计。其中，建筑设计主要是建筑物的平、立、剖面设计；结构设计有结构构件的布置及构件尺寸的初定，统计荷载，内力计算（横向水平作用下内力计算采用 D 值法，竖向荷载作用下内力计算采用弯矩二次分配法），内力组

2、合，配筋设计，楼梯设计，楼板设计，基础设计等；施工设计主要有施工组织设计说明书，施工进度计划安排，施工平面布置和主要分部工程施工方案设计。设计过程中，计算部分使用手算，绘图部分使用 CAD、Tarch7.0、以及 PKPM2005 绘图工图纸共 20 张。该办公楼采。设计成果有设计说明书一份，建筑结构施称布置的内廊式框架结构形式，使用安全。本设计依据设计要求和原始资料，运用钢筋混凝土、结构力学基本原理及土力学和对材料性质的深刻了解，遵守设计规则，保证建筑结构合理，所有材料的质量和强度合格，工艺良好。建筑设计采取积极措施来增强建筑物的外表强度和坚固性，给人以心理上的安全感。另外，还要有艺术的美感

3、，要有时代气息。结构体系是钢筋混凝土框架结构，用砌块做填充墙。结构设计是使结构物得到足够的强度、刚度和韧性的过程。结构体系选择后，进行荷载分析和强度分析，同时考虑与建筑经济学的关系，把材料制作安装所需成本、所用时间，以及结构使用期间的维修联系起来。施工组织设计按照科学的依据分项工程，流水施工的方法，合理安排施工顺序，注意安全措施，力求经济效益。本建筑设计分为三部分：建筑设计、结构设计、施工组织设计。建筑设计采取积极措施来增强建筑物的外表强度和坚固性，给人以心理上的安全感。另外，还要有艺术的美感，要有时代气息。结构体系是钢筋混凝土框架结构，用砌块做填充墙。结构设计是使结构物得到足够的强度、刚度和

4、韧性的过程。结构体系选择后，进行荷载分析和强度分析，同时考虑与建筑经济学的关系，把材料制做安装所需成本、所用时间，以及结构使用期间的维修联系起来。建筑设计部分：综合了几个方案的优点，考虑可影响建筑的各种，采用了经济、实用、美观的方案。在确定建筑方案后，使用 CAD 绘图，绘制出建筑平、立、剖面图，以及各种详图，并编制了建筑设计总说明。建筑施工图纸 9张，分别是：建筑设计总说明，首层平面图，标准层平面图，屋顶平面图，南北立面图，侧立面图、1-1 剖面图，楼梯平面及剖面图及卫生间大样图。该办公楼的平面设计采用内廊式，成一字形，功能房间对称布置，各个房间的开间和进深比较均匀协调。根据该楼的建筑面积和

5、人流量，在建筑内设计了一部可以从一层到达四层的双跑楼梯。考虑到该建筑物的各项功能功能，设置了传达室，会客室，文印室，休息室等。办公楼的立面设计简洁、美观、大方。外墙装饰以贴瓷砖为主，门窗布置比较匀称和规则，看上去比较美观。办公楼的立面设计简洁、美观、大方。外墙装饰以贴瓷砖为主，门窗布置比较匀称和规则，看上去比较美观。为了增强立面给人的视觉效果，在墙裙部位用灰色蘑菇石装饰，增强了气派感。结构设计部分：总的设计思路采用框架结构计算的近似法求解内力，即：求竖向荷载作用下的内力按无侧移框架用弯距二次分配法，求水平作用下的内力按三角形分布用 D 值法。最后利用钢筋混凝土的相关原理进行构件配筋计算及校核。

6、具体设计步骤分十步：第一步：荷载统计，包括各层恒载、活载，计算各楼层重力荷载代表值。第二步：刚度计算，包括各的 D 值法计算。第三步：框架自振周期的计算。的线刚度，柱的抗侧刚度 D，按框架分析第四部：验算侧移，包括顶部位移和层间位移。第五步：内力计算，用反弯点法求得各柱端弯矩、弯矩和剪力。弯矩调第六步：竖向力作用下框架内力计算。采用弯矩二次分配法，对幅。第七步：综合配筋计算。将水平力与竖向力作用下分别求出的内力进行不利组合，再根据得到的几组不利组合分别进行框架的最大值来配筋。的配筋计算，取其中第八步：使用 CAD绘制楼板配筋图以及截面配筋图。第九步：楼梯设计，根据建筑设计中确定的楼梯参数，对楼

7、梯的梯段板、平台板和梁配筋进行计算，并绘制楼梯各处配筋图。第十步：基础设计，首先对所给的工程地质条件进行地基处理，然后对基础进行布置和截面配筋计算。具体的设计内容和设计进程将在正文中作详细说明。施工组织设计部分：根据工程概况进行一系列的施工部署，进行了一定的工程量的具体统计，计算相关的数据与指标，编制出施工进度计划、材料需要量计划、劳动力需要量计划和机具需要量计划，绘制出施工总平面图，根据施工准备的条件编制施工准备计划，选择适当的施工方案和施工方法，并列出一些质量安全措施。本工程总的施工顺序为先后地上，先主体后，先土建后设备安装，先结构后装饰。主体结构自下而上逐层分段流水施工。根据工程的施工条

8、件，全工程分三阶段进行施工：第一阶段，基础工程；第二阶段，结构工程；第三阶段,装修工程。施工组织设计图纸 2 张，分别是：施工进度计划和施工总平面图。框架结构 ，结构分析，抗震设计。AbstractIt locates the region of TanShan, the earthquake establishes to defend strong degree as 8 degree.The project adopts frame structure.There are four storys in thebuilding.The height of the floor is3.3 m.

9、 T area of building is 2860 square meter. architectural design, structural design anderal height is 14.1m and teralThe design includes three parts: the construction design. Among them, thearchitectural design of buildings is mainly flat, lap, profile design; structural design ofthe layout of structu

10、ral members and components of the initial size, sistical load ernal force distributioncalculation ofernal for(the level of seismic cross-cuttingcalculation method using D, verticalernal force calculation loadmethod using the second moment), combination ofernal for, reinforced design,stair design, fl

11、oor design, the basis of design; construction design major construction anization design specification, construction progress of plans, construction layoutand the main Design engineering divi. The design pros, the calculation ofsome of the use of hand-counting, drawing some of the use of CAD, Tarch7

12、.0, as wellas mapsoftware PKPM2005. Design results of a design specification,construction blueprs and building structures a total of 22. The use of two-waysymmetrical arrangement of buildings with he corridors of the frame structure, the use of security.Design requirements based on the design and th

13、e raw data, the use of reinforced concrete, the basic principles of structural mechanics and soil mechanics and a deep understanding of material properties, to comply with design rules to ensure t areasonable structure, the quality of all materials andensity of qualified, goodpro s. Architectural de

14、sign to take itive measures to enhance the appearance of the building strength and firmness, giving a psychological sense of security. In addition, we should also have the beauty of art, there must be flavor of the times. Structural system is reinforced concrete frame structure, so filled with concr

15、ete block walls. Structural design is to make the structure adequate strength, stiffness and toughness of the course. Structural system selection, for load ysis and strengthysis, takingo account the relationship betn economics and construction,and installation costs of materials used as well as the

16、maenance of the structureused to link the period. Construction in accordance with the scientific basis for the design of sub-projects, pipeline construction methods, construction sequence and reasonable arrangements, pay attention to safety measures to cost-effective.The architectural design is divi

17、dedo three parts: the architectural design,structural design, constructionanization design. Architectural design to takeitive measures to enhance the appearance of the building strengnd firmness,giving a psychological sense of security. In addition, we should also have the beauty of art, there must

18、be flavor of the times. Structural system is reinforced concrete frame structure, so filled with concrete block walls. Structural design is to make the structure adequate strength, stiffness and toughness of the course. Structural systemselection, for loadysis and strengnalysis, takingo account the

19、relationshipbetn economics and architecture, making installation of the material cost, the time,as well as the structure used to link the maenance period.Part of architectural design: a combination of the advantages of several programs,consider the various factorst affect the construction, use of ec

20、onomic, practicaland aesthetic programs. In determining thet-construction program, the use ofCAD drawing software, drawing a construction-, Li, profiles, and a variety ofdetails, and the preparation of the architectural design of the overall description. 11construction drawings, which are: General I

21、nformation Building, standard floor plan, top-level floor plan, roof plan, the North elevation, east-west elevation, 1-1 profile, the staircase profiles wall-like maps and details of the bathroom.floor plan, the elevation, South and plans, largeThe office building usedhe graphic design gallery-style

22、,o a sh, functionroom symmetrical arrangement, each roomo the hall and the coordination of thedeep uniform. According to the construction area of the building and traffic buildingdesignedhree five-story from the arrival of the double layer of running the stairs,onehe hall, and the other two symmetri

23、cal arrangementhe East and West onboth sides. Takingo account the functions of the office building, for some offi,activity rooms, library, reading room, etc. moren design, spacious and comfortablefeel will help provide a better working environment. In order to give the building amore sense of style,

24、hefloor has a large central hall, and peripheralsheoffice door to a more broad level.Office building facade design simple, beautiful, generous. Decorative wall tiles main paste, relatively symmetrical arrangement of windows and doors andhe rulesclearer look beautiful. Elevation in order to enhance t

25、he visual effects people, in partsdado decoration with mushroom gray, enhana sense of style.The structural design of components: The general design thinking: With theapproximation of frame structural calculation beg to take act untie force.Beg toerect under load role force press without side move ri

26、gid frame use curved distancetwice distribution law,beg horizontal earthquake to take act under force presstriangle distribution use D value method.The related principlet uses reinforcedconcrete finally carries oomponent to match tendon calulation and school nucleus.The concrete design stage divides

27、o ten steps.Thestep :Load sistics,including each layer permanent year and work tocarry,each building layer grabvity load represenive of calculation worth.The second step:rigidity calculation include the line rigidity of each beam andcolume,colume fight the D value law calculation according to frame.

28、t side rigidity DysesThe third step:Frame from the calculatiom of the earthquake period.The fourth step:the side of Checking compuion is moved,includs top displacementbetn layer displacement.The fifth step:Force calcultion get each colume end with on the contrary curved a litter method to bend dista

29、nce and beam end curved distance and beam end cut force.The sixth step:Erect to the force calculation in force role sill frame.With curvedrules,distribuaw twice,and bend ruleslitude modulation for beam end, thecoefficient oflitude modulatiom take 0.8.The seventh step:Synthesize to match tendon calcu

30、lation.Face with seismic force with erect under force role difference beg make forcehorizontal carry out basis getsunfavorable combination,some groups of unfavorable combinationstagain carries out frame beam respectively, column match tendon calculation, take the biggest value in which is last match

31、 tendon.The eighth step:Use CAD software to draw floor match tendon picture as well as beam colume section match tendon picture.The nh step:Stairs design matches tendon according to the definite starisparameter in building design,for platform belatform board and the ladder sectionboard of stairs to

32、carry o picture.alculation, and draw each place of stairs to match tendonThe tenth step:Basic design frist carries out foundation handling for the project geological condition given,is then arranged for foundation with section match tendon calculation.specific design content and design course will make detailed explanationext.Construction of part ofanizational design: a series of profiles based on theengineering construction plans to carry out a certain amount of pr