【正文】 tional standards of building construction plans drawn. In the structure of the design phase, first of all, according to construction requirements and structural requirements to determine the structure of the program。在該設(shè)計(jì)過(guò)程中運(yùn)用了 CAD、天正軟件等相關(guān)方面的內(nèi)容；最后，依據(jù)結(jié)構(gòu)制圖國(guó)家標(biāo)準(zhǔn)繪制了結(jié)構(gòu)施工圖。依照建筑學(xué)基本理論和建筑構(gòu)造的要求，確定出建筑方案，并依照建筑制圖國(guó)家標(biāo)準(zhǔn)繪制了建筑施工圖。 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 I 頁(yè) 碧波花園 6框架結(jié)構(gòu)住宅樓 20XX年 XX月 XX日 摘要 本住宅樓位于鞍山市沿街地段，為鋼筋混凝土框架結(jié)構(gòu)，建筑面積約 3500m2左右，主體結(jié)構(gòu)共 6 層，層高 ，建筑功能完善，可滿足用戶要求。在建筑設(shè)計(jì)階段，按照 “ 適用、安全、美觀 ” 的原則設(shè)計(jì)建筑方案，畢業(yè)設(shè)計(jì)中建筑造型力求簡(jiǎn)潔、結(jié)合功能要求利用重復(fù)的韻律，體現(xiàn)建筑特色，整個(gè)建筑體形細(xì)節(jié)的處理風(fēng)格也盡量統(tǒng)一、協(xié)調(diào)。在結(jié)構(gòu)設(shè)計(jì)階段，首先，根據(jù)建筑要求和結(jié)構(gòu)要求確定 出結(jié)構(gòu)方案；然后，選取其中一榀框架進(jìn)行手算，將二者做一個(gè)對(duì)比。 關(guān)鍵詞 ： 混凝土框架結(jié)構(gòu)；建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì) 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 II 頁(yè) Abstract The residential building is located in the city street of Anshan, for the reinforced concrete frame structure, construction area of about 3500m2 around the main structure of a total of 6 layers, the layers of , Building perfect function to meet user requirements。 and then, select one hand and for application software for the whole structure of PKPM design, will make a parison between them. In the design process using CAD and PKPM, it came as the contents related aspects of the software Finally, based on mapping the structure of the national standard mappingof the structure of working drawings. Keywords: concrete frame structure building design structural design 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 III 頁(yè) 目錄 1 緒論 ................................................................................................................................... 1 2 建筑設(shè)計(jì)說(shuō)明 ................................................................................................................. 3 工程概況 .................................................................................................................... 3 工程規(guī)模 ..................................................................................................................... 3 構(gòu)造設(shè)計(jì) ..................................................................................................................... 3 建筑功能設(shè)計(jì) ........................................................................................................... 4 規(guī)范要求 ................................................................................................................... 5 設(shè)計(jì)參數(shù) ..................................................................................................................... 5 設(shè)計(jì)依據(jù) ................................................................................................................... 5 3 工程概況 ......................................................................................................................... 7 4 重力荷載計(jì)算 ................................................................................................................ 8 屋面及樓面的永久荷載標(biāo)準(zhǔn)值 .............................................................................. 8 屋面及樓面可變荷載標(biāo)準(zhǔn)值 .................................................................................. 8 梁、柱、墻、窗、門(mén)重力荷載計(jì)算 ......................................................................... 8 5 橫向框架側(cè)移剛度計(jì)算 ............................................................................................12 6 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 .........................................14 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ................................................14 橫向自振周期計(jì)算 .........................................................................................14 水平地震作用及樓層地震剪力計(jì)算 .............................................................14 水平地震作用下的位移驗(yàn)算 .........................................................................15 水平地震作用下框架內(nèi)力計(jì)算 .....................................................................16 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ........................................................20 風(fēng)荷載標(biāo)準(zhǔn)值 .................................................................................................20 風(fēng)荷載作用下的水平位移驗(yàn)算 .....................................................................22 風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力計(jì)算 .................................................................23 7 豎向荷載作用下框架結(jié)構(gòu)的內(nèi)力計(jì)算 ................................................................26 7. 1 計(jì)算單元 ...................................................................................................................26 荷載計(jì)算 ....................................................................................................................27 內(nèi)力計(jì)算 ....................................................................................................................29 8 橫向框架內(nèi)力組合 ......................................................................................................35 結(jié)構(gòu)抗震等級(jí) ............................................................................................................35 框架梁內(nèi)力組合 ........................................................................................................35 9 截面設(shè)計(jì) ........................................................................................................................47 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 IV頁(yè) 框架梁 ........................................................................................................................47 梁的正截面承載力計(jì)算 .................................................................................47 梁斜截面受剪承載力 .....................................................................................49 框架柱 ........................................................................................................................49 剪跨比和軸壓比驗(yàn)算 .....................................................................................49 柱正截面承載力計(jì)算