【正文】 關(guān)鍵詞： 住宅樓；框架結(jié)構(gòu)；建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì)The Design of Weifang Fukang Garden Residential Building Student majoring in Civil Engineering Tao Jia Tutor Name Wang cuiqin Abstract: This graduation design is the design of Weifang Beverly Garden residential building. The design includes architectural design and structural design of two parts. For the five storey residential building castinsitu concrete frame structure, is located in the suburbs of Weifang, and a layer of mercial housing, two to five storeys for residential, seismic fortification intensity is 7 degrees, the total construction area of about 5500 square meters.The architectural design part, according to the design data and design task book contained and residential building design code for preliminary design of the building, consider a reasonable function division, reasonable planning and space. Structure design part, first determine the required goods in a frame, and then calculate the dead load, live load, wind load and seismic load, bending moment, shear force. Internal analysis, draw the structure of each girder internal force bination table, to find the most unfavorable bination of internal forces. In the most unfavorable bination of internal forces as the basis, calculation of reinforcement and ponent. Calculation is pleted, according to the structure and specification requirements, drawing the reinforcement plan, construction drawing. By design, the residential building meets the requirements, but also embodies humanization of the concept of sustainable development.Key words: residence。 architectural design。Abstract.................................................................................................................................Ⅱ第一章 建筑設(shè)計(jì) 工程設(shè)計(jì)概況.....................................................................................................................1 設(shè)計(jì)資料............................................................................................................................1 設(shè)計(jì)思想............................................................................................................................1 建筑設(shè)計(jì)說明.....................................................................................................................1 構(gòu)造做法............................................................................................................................2第二章 結(jié)構(gòu)設(shè)計(jì) 結(jié)構(gòu)選型及計(jì)算簡(jiǎn)圖..........................................................................................................4 荷載統(tǒng)計(jì)............................................................................................................................6 風(fēng)荷載計(jì)算........................................................................................................................11 豎向荷載下內(nèi)力計(jì)算..........................................................................................................17 內(nèi)力組合...........................................................................................................................37 框架梁柱設(shè)計(jì)....................................................................................................................42 樓板設(shè)計(jì)...........................................................................................................................51 樓梯設(shè)計(jì)...........................................................................................................................54 基礎(chǔ)設(shè)計(jì)...........................................................................................................................57總結(jié)........................................................................................................................................61致謝........................................................................................................................................62參考文獻(xiàn)................................................................................................................................63畢業(yè)設(shè)計(jì)圖紙目錄................................................................................................................64第一章 建筑設(shè)計(jì) 工程概況 本工程為濰坊富康花園住宅樓設(shè)計(jì)，工程位于濰坊郊區(qū)，建筑面積約5500 平方米。 設(shè)計(jì)資料 工程地質(zhì)條件：（1），地基承載力標(biāo)準(zhǔn)值210KPa； （2）地下水位：，無侵蝕性；（3）地震設(shè)計(jì)烈度6度或7度?！?，最冷月平均10℃，夏季極端最高38℃，冬季極端最低12（2）相對(duì)濕度：最熱月平均66%。 設(shè)計(jì)思想住宅樓是與人們?nèi)粘Ｉ盥?lián)系最為緊密的建筑形式。因此，應(yīng)使住宅樓最大限度的滿足人們的使用要求，讓建筑的品質(zhì)經(jīng)得起時(shí)間的考驗(yàn)?？紤]到主體建筑的結(jié)構(gòu)形式和平面布置，應(yīng)滿足人們使用所需的各種條件。為滿足住宅樓交通和疏散要求，每個(gè)單元設(shè)置一個(gè)出入口和一部樓梯，樓梯為雙跑形式，分散布置。另外，主臥室設(shè)置了南向陽臺(tái)，既寬敞又方便，符合人性化設(shè)計(jì)原則。本建筑頂部帶有閣樓，排水采用有組織排水，結(jié)構(gòu)找坡?？蚣芙Y(jié)構(gòu)墻體不承擔(dān)荷載，僅起到圍護(hù)作用。設(shè)計(jì)的窗戶面積較大，在滿足住宅樓對(duì)光線要求的同時(shí)，又能滿足經(jīng)濟(jì)要求。 剖面設(shè)計(jì)建筑剖面設(shè)計(jì)表示建筑物垂直方向房屋各部分組成關(guān)系，主要應(yīng)表示出建筑各部分的高度、層數(shù)、建筑空間的組合利用，以及建筑剖面中的結(jié)構(gòu)、構(gòu)造關(guān)系、層次、做法等情況。為了防止建筑因不均勻沉降使地面降低，也為了防止雨水流入室內(nèi)，取室內(nèi)外高差為300mm。 屋面做法100厚現(xiàn)澆鋼筋混凝土屋面板，20mm厚1：3水泥砂漿找平層，油氈防水層考慮保溫，3mm厚高聚物改性瀝青防水卷材順?biāo)畻l（中距按瓦材規(guī)格），水泥彩瓦。內(nèi)墻：200厚加氣混凝土砌塊，M5混合砂漿砌筑，20厚1：3水泥砂漿抹面。指建筑底部與地基接觸的承重構(gòu)件，它的作用是把建筑上部的荷載傳給地基?；A(chǔ)設(shè)計(jì)包括確定基礎(chǔ)埋深、確定基礎(chǔ)高度、確定基礎(chǔ)底板配筋、確定基礎(chǔ)底面積等步驟。第二章 結(jié)構(gòu)設(shè)計(jì) 結(jié)構(gòu)選型及計(jì)算簡(jiǎn)圖 上部結(jié)構(gòu)方案 本工程為濰坊富康花園住宅樓設(shè)計(jì)，一共5層。荷載由板傳到主梁，再由主梁將荷載傳到柱上，最后傳到基礎(chǔ)上。柱網(wǎng)布置圖如下圖所示： 圖21 柱網(wǎng)布置圖 梁板柱截面尺寸 梁主梁 =4m，=(1/15～1/10)=270mm～400mm，取=400mm。柱 柱截面尺寸可根據(jù)公式和確定。其軸壓比限值[]=1。板 板厚取100mm，各層樓蓋采用現(xiàn)澆鋼筋混凝土梁板結(jié)構(gòu)。 邊跨梁： =2 (1/12) ＾3 /4=10m 中間梁： =2 (1/12) .4＾3 /4=10m 上部各層柱： =(1/12) ＾3 /=10m 底層柱： =(1/12) ＾3 /=10m 取標(biāo)準(zhǔn)柱 i=，則其余各桿的相對(duì)線剛度如圖：圖22 框架相對(duì)線剛度 荷載統(tǒng)計(jì)（1）屋面20mm厚1：3水泥砂漿 17=油氈防水層一氈二油（改性瀝青卷材） 防水砂漿并貼瓦（粘土平瓦） 11=