唐山建興地產(chǎn)辦公樓設(shè)兩千字摘要4

1、摘 要摘 要本次畢業(yè)設(shè)計(jì)是唐山興盛房地產(chǎn)辦公樓建筑設(shè)計(jì)，底層層高3米，其余層層高為3米。建筑物總高度為13.3米,采用框架結(jié)構(gòu)，主體為4層，本地區(qū)抗震設(shè)防烈度為8度，近震，場(chǎng)地類別為II類場(chǎng)地。樓屋蓋均采用現(xiàn)澆鋼筋混凝土結(jié)構(gòu)。主要進(jìn)行的是結(jié)構(gòu)設(shè)計(jì)部分。結(jié)構(gòu)設(shè)計(jì)簡(jiǎn)而言之就是用結(jié)構(gòu)語言來表達(dá)工程師所要表達(dá)的東西。結(jié)構(gòu)語言就是結(jié)構(gòu)師從建筑及其它專業(yè)圖紙中所提煉簡(jiǎn)化出來的結(jié)構(gòu)元素，包括基礎(chǔ)、墻、柱、梁、板、樓梯、大樣細(xì)部圖等等。然后用這些結(jié)構(gòu)元素來構(gòu)成建筑物或構(gòu)筑物的結(jié)構(gòu)體系，包括豎向和水平的承重及抗力體系，再把各種情況產(chǎn)生的荷載以最簡(jiǎn)潔的方式傳遞至基礎(chǔ)。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)

2、。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（橫向水平地震作用下內(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、Tarch8.5繪圖軟件。設(shè)計(jì)成果有設(shè)計(jì)說明書一份，建筑結(jié)構(gòu)施工圖紙共18張。該辦公樓采用內(nèi)廊式框架結(jié)構(gòu)形式，使用安全。該設(shè)計(jì)共分為三大部分，分別是：建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)和施工組織設(shè)計(jì)。建筑設(shè)計(jì)部分：綜合了幾個(gè)方案的

3、優(yōu)點(diǎn)，考慮可影響建筑的各種因素，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繪圖軟件，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8張，分別是：首層平面圖、二三層平面圖、頂層平面圖、屋頂平面圖、北立面圖、東西立面圖、1-1剖面圖、樓梯剖面圖及平面圖、墻身大樣圖。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)該樓的建筑面積和人流量，在建筑內(nèi)設(shè)計(jì)了兩部可以從一層到達(dá)四層的雙跑樓梯，一部在大廳，另一部對(duì)稱布置在東側(cè)?？紤]到該建筑物的辦公功能，對(duì)于一些辦公室、資料室、會(huì)議室等的開間設(shè)計(jì)得比較大，讓人感覺寬敞

4、舒服，有利于員工提供一個(gè)較好的工作環(huán)境。為了使該辦公樓給人一種比較氣派的感覺，在首層中部設(shè)有較大的門廳，并在辦公樓大門外設(shè)有較寬廣的臺(tái)階。辦公樓的立面設(shè)計(jì)簡(jiǎn)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，看上去比較明朗美觀。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：分別從結(jié)構(gòu)的體系選擇、結(jié)構(gòu)總體的布置、樓屋蓋的結(jié)構(gòu)方案及基礎(chǔ)方案的選擇等多方面進(jìn)行了論述和詳細(xì)的計(jì)算。結(jié)構(gòu)計(jì)算大致分為以下幾個(gè)步驟：(1)荷載統(tǒng)計(jì)：荷載統(tǒng)計(jì)是在初選截面的基礎(chǔ)上進(jìn)行的，其計(jì)算過程是按從上到下的順序進(jìn)行的，荷載的取值按各層房間的使用功能及位置的不同，查荷載規(guī)范確定

5、。 按建筑方案中的平立剖面設(shè)計(jì) ，選定計(jì)算簡(jiǎn)圖，并初選構(gòu)件的截面。(2)框架變形驗(yàn)算：驗(yàn)算了框架在水平地震作用下橫向變形。此過程中，采用了節(jié)點(diǎn)位移法計(jì)算結(jié)構(gòu)的自震周期，按底部剪力法建立并考慮了節(jié)點(diǎn)附加水平地震作用。(3)橫向框架的內(nèi)力分析：分別分析了橫向框架在水平地震作用及豎向荷載作用下的內(nèi)力，用彎矩二次分配法計(jì)算梁端、柱端彎矩。(4)內(nèi)力組合：對(duì)恒載、活載及地震荷載進(jìn)行三種不同得內(nèi)力組合，選出最不利內(nèi)力，并以此為依據(jù)對(duì)框架梁、柱進(jìn)行截面設(shè)計(jì)。(5)板的設(shè)計(jì)： 用塑性鉸線法進(jìn)行計(jì)算并進(jìn)行配筋。(6)樓梯設(shè)計(jì)： 采用板式樓梯進(jìn)行樓梯板、平臺(tái)板、平臺(tái)梁的計(jì)算和配筋。(7)基礎(chǔ)設(shè)計(jì)： 采用柱下獨(dú)立基

6、礎(chǔ)，根據(jù)基本工程條件確定基礎(chǔ)尺寸并驗(yàn)算其承載能力，進(jìn)行基礎(chǔ)的抗沖切驗(yàn)算、受彎計(jì)算等，再進(jìn)行配筋。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)橄鹊叵潞蟮厣?，先主體后維護(hù)，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

7、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。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，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)。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

8、理安排施工順序，注意安全措施，力求經(jīng)濟(jì)效益。關(guān)鍵詞：建筑 辦公樓 框架結(jié)構(gòu) -VII-AbstractThe graduation design is a real estate office building tangshan thriving design, the bottom layer is 3 meters, the rest of the layer upon layer for 3 meters high. Building a total height of 13.3 m, with frame structure, main body is 4 layer in the r

9、egion, and the seismic fortification intensity for 8 degrees, near the earthquake, the categories for class II field. Floor, roof is using cast-in-place reinforced concrete structure. The structure design is the main part. Structure design is simply with the structure language to express the enginee

10、r must express things. Structure language is from building and other professional structure drawing, as refining the structure of the simplified out elements, including the basis, wall, column, beam, plate, stair, DaYang detail figure, and so on. Then use these structural elements to form a building

11、 or structure of the structure of the system, including the vertical and horizontal bearing and resistance system, and the load of produce with the most concise style to deliver to the foundation.This design includes three parts: architectural design, structure design and construction design. Among

12、them, the building design is mainly the building plan, elevation, section design; Structure design of structure component arrangement and the size of the components for early, statistical load, internal force calculation (horizontal level internal force calculation under seismic action D value metho

13、d, vertical load calculation of internal force of the bending moment secondary distribution method), internal force combination, reinforcement design, stair design, floor design, the foundation design, etc.; The construction design mainly has the construction organization design specifications, cons

14、truction project schedule, construction layout and the main branch project construction scheme design. Design process, the computation part use hand calculate, drawing part of use CAD, Tarch8.5drawing software. The design results have the design specification a, building structure construction drawi

15、ngs including 18 zhang. The office building within the existent frame structure form, the use of safe.This design is divided into three parts, it is respectively: architectural design, structure design and the construction organization design.Architecture design part: the comprehensive advantages of

16、 several schemes, consider the various factors can affect the building, the economy, practical, beautiful Abstractscheme. In the determination of the construction scheme, CAD, rendering the construction plan, elevation, section, and all sorts of detail, and compiled the architectural design of that

17、total. Construction drawings eight, respectively is: the first floor plan, two or three layer on top of the plan, floor plan, floor plan, elevation roof north elevation, and things, 1-1 section, stair section and floor plan, wall body DaYang figure.The office building of the existent in graphic desi

18、gn, into a glyph, function room symmetrical layout, each room and deep into the bay relatively even coordination. According to the architectural area of the house and passenger, in building the two department can design from a layer of double layer to four run stair, a in the great hall, the other o

19、ne symmetrical layout in the east sides. Considering the building's office function, for some office, activity room, reference room, reading room of the bay is design more greatly, let a person feel spacious and comfortable, be helpful for staff to provide a good working environment. In order to

20、 make the office building give a person a kind of more air feeling, on the first floor of the hallway with larger central, and in the office building with a broad outside of the steps.The facade design of the office building simple and beautiful, generous. Exterior decoration with sticks ceramic til

21、e is given priority to, doors and Windows decorate more well-balanced and rules, look quite clear and beautiful. In order to enhance the facade to person's visual effect, in part with the gray mushroom stone wall panels decorated, enhance the sense of style.Structure design part: respectively fr

22、om the structure of the system, the structure of overall arrangement choice, LouWu cover structure scheme and basic scheme selection and so on has carried on the discussion and detailed calculation. Structure calculation roughly divided into the following several steps:(1) load statistics: load in t

23、he primary section statistics is carried out on the basis of, the calculating process is to press from top to bottom of the order, the value of each layer load according to the use function of the room and in different position, check to determine load code. According to the construction scheme flat

24、 vertical profile design, select calculation diagram, and primary component of the section.(2) frame deformation checking: check in the frame under horizontal earthquake effect.t horizontal deformation. This process, the use of a node displacement method for calculation of the structure of the seism

25、ic cycle since, according to the bottom shear method to establish the node additional levels and considers the earthquake effect.(3) lateral framework of the internal force analysis: transverse framework are analyzed in horizontal seismic effects and vertical load internal force, with bending moment

26、 distribution method for calculation of the second column, the bending moment of the girder ends.(4) internal force combination: the constant load, live load and seismic loads three different combination to internal force, choose the most unfavorable internal force, and on the basis of the beam and

27、column for section design.(5) board design: use plastic hinge method for the calculation and line reinforcement.(6) stair design: the board type stair to stair board, flat bedplate, and of the calculation of the platform beam reinforcement.(7) the foundation design: use under column independent foun

28、dation, according to the basic engineering conditions based size and calculation to determine its carrying capacity, based on the shear by checking and calculation of bending, and then to reinforcement.The construction organization design part: according to the general situation of the construction

29、project is a series of deployment, to a certain quantity of the concrete statistics, the calculation of the relevant data and index, compiled for construction schedule, the material requirements planning, labor requirements planning and machine requirements plan, rendering the construction total pla

30、n, according to the conditions of the preparation for construction of preparation for construction plan, the choice of appropriate construction plan and construction methods, giving a number of quality and safety measures. The project total construction order after the first underground, main body f

31、irst after maintenance, after the first civil equipment installation, decoration after first structure. The main structure by bottom-up section water construction. According to the condition of construction of the project, the project construction phase three points: the first stage, basic engineeri

32、ng; The second stage, the structure engineering; The third stage, decoration. The construction organization design drawings and zhang, respectively is: construction schedule and construction total plan.This design according to the design requirements and original material, the use of reinforced concrete structural mechanics, basic principle and soil mechanics and material properties of deep understanding, comply with the design rules, ensure the construc