設(shè)計(jì)樣板摘要

1、學(xué) 號(hào)：200804040211HEBEI UNITED UNIVERSITY畢業(yè)設(shè)計(jì)說明書摘要設(shè)計(jì)題目：唐山市供電公司辦公樓設(shè)計(jì)學(xué)生：專業(yè)班級(jí)：08 土木 4 班學(xué)院：建筑2012 年 5 月 23 日摘要該工程位于唐山市市區(qū)，設(shè)防烈度為 8 度。本工程采用框架結(jié)構(gòu)。該辦公樓為四層，層高 3.3 米，總高 14.1 米，總建筑面積為 2860 平方米。該設(shè)計(jì)包括三部分：建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)和施工設(shè)計(jì)。其中，建筑設(shè)計(jì)主要是建筑物的平、立、剖面設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì)有結(jié)構(gòu)構(gòu)件的布置及構(gòu)件尺寸的初定，統(tǒng)計(jì)荷載，內(nèi)力計(jì)算（橫向水平作用下內(nèi)力計(jì)算采用 D 值法，豎向荷載作用下內(nèi)力計(jì)算采用彎矩二次分配法），內(nèi)力組

2、合，配筋設(shè)計(jì)，樓梯設(shè)計(jì)，樓板設(shè)計(jì)，基礎(chǔ)設(shè)計(jì)等；施工設(shè)計(jì)主要有施工組織設(shè)計(jì)說明書，施工進(jìn)度計(jì)劃安排，施工平面布置和主要分部工程施工方案設(shè)計(jì)。設(shè)計(jì)過程中，計(jì)算部分使用手算，繪圖部分使用 CAD、Tarch7.0、以及 PKPM2005 繪圖工圖紙共 20 張。該辦公樓采。設(shè)計(jì)成果有設(shè)計(jì)說明書一份，建筑結(jié)構(gòu)施稱布置的內(nèi)廊式框架結(jié)構(gòu)形式，使用安全。本設(shè)計(jì)依據(jù)設(shè)計(jì)要求和原始資料，運(yùn)用鋼筋混凝土、結(jié)構(gòu)力學(xué)基本原理及土力學(xué)和對(duì)材料性質(zhì)的深刻了解，遵守設(shè)計(jì)規(guī)則，保證建筑結(jié)構(gòu)合理，所有材料的質(zhì)量和強(qiáng)度合格，工藝良好。建筑設(shè)計(jì)采取積極措施來增強(qiáng)建筑物的外表強(qiáng)度和堅(jiān)固性，給人以心理上的安全感。另外，還要有藝術(shù)的美感

3、，要有時(shí)代氣息。結(jié)構(gòu)體系是鋼筋混凝土框架結(jié)構(gòu)，用砌塊做填充墻。結(jié)構(gòu)設(shè)計(jì)是使結(jié)構(gòu)物得到足夠的強(qiáng)度、剛度和韌性的過程。結(jié)構(gòu)體系選擇后，進(jìn)行荷載分析和強(qiáng)度分析，同時(shí)考慮與建筑經(jīng)濟(jì)學(xué)的關(guān)系，把材料制作安裝所需成本、所用時(shí)間，以及結(jié)構(gòu)使用期間的維修聯(lián)系起來。施工組織設(shè)計(jì)按照科學(xué)的依據(jù)分項(xiàng)工程，流水施工的方法，合理安排施工順序，注意安全措施，力求經(jīng)濟(jì)效益。本建筑設(shè)計(jì)分為三部分：建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)、施工組織設(shè)計(jì)。建筑設(shè)計(jì)采取積極措施來增強(qiáng)建筑物的外表強(qiáng)度和堅(jiān)固性，給人以心理上的安全感。另外，還要有藝術(shù)的美感，要有時(shí)代氣息。結(jié)構(gòu)體系是鋼筋混凝土框架結(jié)構(gòu)，用砌塊做填充墻。結(jié)構(gòu)設(shè)計(jì)是使結(jié)構(gòu)物得到足夠的強(qiáng)度、剛度和

4、韌性的過程。結(jié)構(gòu)體系選擇后，進(jìn)行荷載分析和強(qiáng)度分析，同時(shí)考慮與建筑經(jīng)濟(jì)學(xué)的關(guān)系，把材料制做安裝所需成本、所用時(shí)間，以及結(jié)構(gòu)使用期間的維修聯(lián)系起來。建筑設(shè)計(jì)部分：綜合了幾個(gè)方案的優(yōu)點(diǎn)，考慮可影響建筑的各種，采用了經(jīng)濟(jì)、實(shí)用、美觀的方案。在確定建筑方案后，使用 CAD 繪圖，繪制出建筑平、立、剖面圖，以及各種詳圖，并編制了建筑設(shè)計(jì)總說明。建筑施工圖紙 9張，分別是：建筑設(shè)計(jì)總說明，首層平面圖，標(biāo)準(zhǔn)層平面圖，屋頂平面圖，南北立面圖，側(cè)立面圖、1-1 剖面圖，樓梯平面及剖面圖及衛(wèi)生間大樣圖。該辦公樓的平面設(shè)計(jì)采用內(nèi)廊式，成一字形，功能房間對(duì)稱布置，各個(gè)房間的開間和進(jìn)深比較均勻協(xié)調(diào)。根據(jù)該樓的建筑面積和

5、人流量，在建筑內(nèi)設(shè)計(jì)了一部可以從一層到達(dá)四層的雙跑樓梯。考慮到該建筑物的各項(xiàng)功能功能，設(shè)置了傳達(dá)室，會(huì)客室，文印室，休息室等。辦公樓的立面設(shè)計(jì)簡潔、美觀、大方。外墻裝飾以貼瓷磚為主，門窗布置比較勻稱和規(guī)則，看上去比較美觀。辦公樓的立面設(shè)計(jì)簡潔、美觀、大方。外墻裝飾以貼瓷磚為主，門窗布置比較勻稱和規(guī)則，看上去比較美觀。為了增強(qiáng)立面給人的視覺效果，在墻裙部位用灰色蘑菇石裝飾，增強(qiáng)了氣派感。結(jié)構(gòu)設(shè)計(jì)部分：總的設(shè)計(jì)思路采用框架結(jié)構(gòu)計(jì)算的近似法求解內(nèi)力，即：求豎向荷載作用下的內(nèi)力按無側(cè)移框架用彎距二次分配法，求水平作用下的內(nèi)力按三角形分布用 D 值法。最后利用鋼筋混凝土的相關(guān)原理進(jìn)行構(gòu)件配筋計(jì)算及校核。

6、具體設(shè)計(jì)步驟分十步：第一步：荷載統(tǒng)計(jì)，包括各層恒載、活載，計(jì)算各樓層重力荷載代表值。第二步：剛度計(jì)算，包括各的 D 值法計(jì)算。第三步：框架自振周期的計(jì)算。的線剛度，柱的抗側(cè)剛度 D，按框架分析第四部：驗(yàn)算側(cè)移，包括頂部位移和層間位移。第五步：內(nèi)力計(jì)算，用反彎點(diǎn)法求得各柱端彎矩、彎矩和剪力。彎矩調(diào)第六步：豎向力作用下框架內(nèi)力計(jì)算。采用彎矩二次分配法，對(duì)幅。第七步：綜合配筋計(jì)算。將水平力與豎向力作用下分別求出的內(nèi)力進(jìn)行不利組合，再根據(jù)得到的幾組不利組合分別進(jìn)行框架的最大值來配筋。的配筋計(jì)算，取其中第八步：使用 CAD繪制樓板配筋圖以及截面配筋圖。第九步：樓梯設(shè)計(jì)，根據(jù)建筑設(shè)計(jì)中確定的樓梯參數(shù)，對(duì)樓

7、梯的梯段板、平臺(tái)板和梁配筋進(jìn)行計(jì)算，并繪制樓梯各處配筋圖。第十步：基礎(chǔ)設(shè)計(jì)，首先對(duì)所給的工程地質(zhì)條件進(jìn)行地基處理，然后對(duì)基礎(chǔ)進(jìn)行布置和截面配筋計(jì)算。具體的設(shè)計(jì)內(nèi)容和設(shè)計(jì)進(jìn)程將在正文中作詳細(xì)說明。施工組織設(shè)計(jì)部分：根據(jù)工程概況進(jìn)行一系列的施工部署，進(jìn)行了一定的工程量的具體統(tǒng)計(jì)，計(jì)算相關(guān)的數(shù)據(jù)與指標(biāo)，編制出施工進(jìn)度計(jì)劃、材料需要量計(jì)劃、勞動(dòng)力需要量計(jì)劃和機(jī)具需要量計(jì)劃，繪制出施工總平面圖，根據(jù)施工準(zhǔn)備的條件編制施工準(zhǔn)備計(jì)劃，選擇適當(dāng)?shù)氖┕し桨负褪┕し椒?，并列出一些質(zhì)量安全措施。本工程總的施工順序?yàn)橄群蟮厣?，先主體后，先土建后設(shè)備安裝，先結(jié)構(gòu)后裝飾。主體結(jié)構(gòu)自下而上逐層分段流水施工。根據(jù)工程的施工條

8、件，全工程分三階段進(jìn)行施工：第一階段，基礎(chǔ)工程；第二階段，結(jié)構(gòu)工程；第三階段,裝修工程。施工組織設(shè)計(jì)圖紙 2 張，分別是：施工進(jìn)度計(jì)劃和施工總平面圖?？蚣芙Y(jié)構(gòu) ，結(jié)構(gòu)分析，抗震設(shè)計(jì)。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