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煙臺(tái)第二小學(xué)教學(xué)樓設(shè)計(jì)土木工程畢業(yè)設(shè)計(jì)計(jì)算書(已修改)

2025-04-23 23:40 本頁(yè)面
 

【正文】 畢 業(yè) 論 文(設(shè)計(jì)) 題 目: 教學(xué)樓設(shè)計(jì) 目 錄中文摘要................................................................................................................................IAbstract.................................................................................................................................Ⅱ第一章 建筑設(shè)計(jì) 工程概況............................................................................................................................1 設(shè)計(jì)資料.............................................................................................................................1 設(shè)計(jì)思想.............................................................................................................................1 建筑設(shè)計(jì)說(shuō)明......................................................................................................................1 構(gòu)造做法.............................................................................................................................4第二章 結(jié)構(gòu)設(shè)計(jì) 設(shè)計(jì)資料............................................................................................................................6 結(jié)構(gòu)布置及結(jié)構(gòu)計(jì)算簡(jiǎn)圖的確定.........................................................................................6 荷載統(tǒng)計(jì)............................................................................................................................9 風(fēng)荷載計(jì)算........................................................................................................................13 豎向荷載下內(nèi)力計(jì)算..........................................................................................................20 內(nèi)力組合............................................................................................................................47 框架柱設(shè)計(jì)........................................................................................................................50 框架梁設(shè)計(jì).........................................................................................................................53 樓板設(shè)計(jì).............................................................................................................................60 樓梯設(shè)計(jì)...........................................................................................................................62 基礎(chǔ)設(shè)計(jì)..........................................................................................................................65參考文獻(xiàn)................................................................................................................................68總結(jié)........................................................................................................................................69致謝........................................................................................................................................70畢業(yè)設(shè)計(jì)圖紙目錄................................................................................................................71煙臺(tái)第二小學(xué)教學(xué)樓設(shè)計(jì)土木工程專業(yè) 劉永峰 指導(dǎo)教師 全洪珠摘要:根據(jù)土木工程畢業(yè)設(shè)計(jì)的內(nèi)容,本文對(duì)煙臺(tái)市第二小學(xué)教學(xué)樓進(jìn)行設(shè)計(jì)。設(shè)計(jì)內(nèi)容包括建筑設(shè)計(jì)部分和結(jié)構(gòu)設(shè)計(jì)部分。該樓為四層現(xiàn)澆混凝土框架結(jié)構(gòu),抗震設(shè)防烈度為6度,總建筑面積約3732平方米。 在建筑設(shè)計(jì)中,根據(jù)教學(xué)樓的使用要求、自然條件、建筑造型進(jìn)行了平面布置和空間組織。結(jié)構(gòu)設(shè)計(jì)包括結(jié)構(gòu)選型、結(jié)構(gòu)布置、恒載、活載及風(fēng)荷載的統(tǒng)計(jì),然后采用D值法進(jìn)行風(fēng)荷載作用下的結(jié)構(gòu)內(nèi)力計(jì)算,分層法進(jìn)行豎向荷載作用下的結(jié)構(gòu)內(nèi)力計(jì)算;再進(jìn)行內(nèi)力組合分析,找出最不利的內(nèi)力組合,進(jìn)行構(gòu)件計(jì)算;最后,根據(jù)計(jì)算結(jié)果,按照構(gòu)造要求,繪制結(jié)構(gòu)施工圖。本設(shè)計(jì)綜合考慮了適應(yīng)性、經(jīng)濟(jì)性,充分體現(xiàn)了“以人為本”的原則。關(guān)鍵詞: 教學(xué)樓;框架結(jié)構(gòu);建筑設(shè)計(jì);結(jié)構(gòu)設(shè)計(jì);獨(dú)立基礎(chǔ)IDesign of Teaching Building of the Second Primary School in YantaiStudent majoring in Civil Engineering Liu Yongfeng Tutor Name Quan Hongzhu Abstract: According to the requirements of graduation design of civil engineering,the residential building of yantai second primary school teaching building in this paper. The content of this design includs architectural design part and structural building is fourstory, which total surface area is 3732 square meters and seismic fortification intensity is 6 degrees. In the architectural design ,it is carried on the plane arrangement and the spatial organization according to the residential building’s operation requirements, natual condition and building structural design includs the selection of structure,the layout of the structure,dead load, live load and wind load statistics。And then use D value method under the action of wind load of the structure internal force calculation, hierarchical method on structural internal force under the vertical load calculation。 Internal force bination analysis, find out the most adverse internal force bination, ponent calculation。 Finally, according to the calculation results and the structure requirement, draw the structure construction drawing. The design promises the suitability and economical efficiency of residential buildings,and fully reflects the “peoplecentered” principle.Key words: teaching building。 frame structure。 architectural design。 structural design。independent foundationII第1章 建筑設(shè)計(jì) 工程概況本工程為煙臺(tái)市第二小學(xué)教學(xué)樓設(shè)計(jì),工程位于煙臺(tái)市萊陽(yáng)市,建筑面積約3732平方米。采用現(xiàn)澆混凝土框架結(jié)構(gòu),室內(nèi)設(shè)計(jì)標(biāo)高177。 設(shè)計(jì)資料 地質(zhì)條件:(1)雜填土,; (2)砂質(zhì)粘土, ,承載力特征值255kPa;(3)強(qiáng)風(fēng)化花崗巖層,承載力特征值800Mpa。(4)地 下 水:常年地下水位低于10m,水質(zhì)對(duì)混凝土無(wú)腐蝕作用,抗震設(shè)防烈度6度,場(chǎng)地為Ⅱ類場(chǎng)地,設(shè)防烈度類別為丙類。 自然氣候條件:(1)。(2)。(3)全年為西北風(fēng),夏季為東南風(fēng)。(4)氣溫:年平均氣溫22度。(5)降雨量:年降雨量1390mm,最大雨量190mm/日。 設(shè)計(jì)思想教學(xué)樓作為教師教學(xué)、學(xué)生上課場(chǎng)所,人流量較集中,在有限的空間內(nèi)容易形成擁堵的局面。因此,合理的空間布局成為教學(xué)樓樓設(shè)計(jì)的重要理念。 建筑設(shè)計(jì)說(shuō)明 平面設(shè)計(jì)本工程建筑平面由主教學(xué)樓組成,內(nèi)廊式平面組合方式[1],使各個(gè)房間不備穿越,滿足單獨(dú)使用要求,而且使得整體結(jié)構(gòu)功能分區(qū)明確,結(jié)構(gòu)緊湊美觀,使用功能合理,為較好地改善采光和通風(fēng)條件,在走廊兩側(cè)墻體上皆設(shè)有高窗,且過(guò)道與過(guò)道之間,過(guò)道和樓梯的連接處皆設(shè)有過(guò)廳,并且為學(xué)生們課間提供寬敞活動(dòng)的空間。主教學(xué)樓共四層,,教室平面尺寸為8m6m(小學(xué)各班人數(shù)不是很多),行政教學(xué)樓分為3m6m和4m6m兩種,圖書館為10m6m的大空間,在教學(xué)樓還設(shè)有樓梯以及帶有前室的男女衛(wèi)生間。在主教學(xué)樓一層入口處設(shè)有門廳,供教師做課前教學(xué)準(zhǔn)備及課間休息所用。教學(xué)樓上下交通聯(lián)系極為方便。在教學(xué)樓中間和一頭皆有設(shè)置,且樓梯都布置在教學(xué)樓比較明顯的部位,且具有良好的自然采光,大大方便了師生的上下樓的通行。主教學(xué)樓一樓入口處門廳導(dǎo)向性明確,進(jìn)入門廳后能夠比較容易的找到各過(guò)道口及樓梯口。教學(xué)樓建筑內(nèi)部設(shè)計(jì)注重塑造自由、輕松、自然、和諧的氛圍,在內(nèi)部空間上體現(xiàn)出大空間的應(yīng)用,保持結(jié)構(gòu)柱網(wǎng)乃至建筑單元的模數(shù)化和標(biāo)準(zhǔn)化。為保護(hù)墻基不受雨水侵襲,在外墻四周將地面做成向外傾斜的坡面,以便將屋面雨水排至遠(yuǎn)處,散水寬600mm,散水用混凝土現(xiàn)澆,外抹水泥砂漿[3]。首層平面圖如圖11:11首層平面圖 立面設(shè)計(jì)本設(shè)計(jì)屋面排水采取有組織排水,按2%排水
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