【正文】 鋼筋粉平壓光 25=20厚 1:3水泥砂漿找平 層 20=40 厚 擠塑聚苯板保溫層 10=高聚物改性瀝青防水卷材 (3厚 ) kN/m2 20 厚 1:3 水泥砂漿找平層 20= kN/m2 100 厚現(xiàn)澆鋼筋混凝土樓面 25= kN/m2 屋面自重標(biāo)準(zhǔn)值 kN/m 內(nèi)墻 衛(wèi)生間： 12 厚 1:3 水泥砂漿打底 20=200 厚 混凝土 空心 砌塊 = 合計(jì)： （取 ） 除衛(wèi)生間外： 白水泥膩?zhàn)? kN/m2 15 厚 1:3 水泥 砂漿 20= kN/m2 界面劑 一道 kN/m2 揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)（論文） 第 8 頁 共 113 頁 200 厚 混凝土 空心 砌塊 =合計(jì)： kN/m2（取 ） 外墻面荷載 200 厚 非承重粘土空心磚 7=6 厚抗裂砂漿壓入耐堿玻纖網(wǎng)格布一層 6 厚抗裂砂漿 (鍍鋅四角鋼絲網(wǎng)尼龍錨固于墻體上 )一層 20= kN/m2 20 厚擠塑板保溫層 13= kN/m2 3 厚專用膠黏劑 kN/m2 20 厚防水砂漿 20= kN/m2 刷新型防水外墻涂料 kN/m2 飾面基層或鋁塑板幕墻 kN/m2 專用磁膠粘結(jié)層 kN/m2 界面劑及墻體基層 外墻面荷載 kN/m2（取 kN/m2） 樓梯荷載 (1) 樓梯板荷載計(jì)算 (取 1m 寬板帶計(jì)算 ,板厚 h=150mm) 斜板傾角： tan? 1=150/280= cos? 1= 地磚貼面 (+) 三角形踏步 189。承受重復(fù)荷載的鋼筋混凝土構(gòu)件，混凝土強(qiáng)度等級(jí)不應(yīng)低于 C30。對(duì)可變荷載應(yīng)根據(jù)設(shè)計(jì)要求采用標(biāo)準(zhǔn)值、組合值、頻遇值或準(zhǔn)永久值作為代表值。本人授權(quán) 大學(xué)可以將本學(xué)位論文的全部或部分內(nèi)容編入有關(guān)數(shù)據(jù)庫進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編本學(xué)位論文。對(duì)本文的研究做出重要貢獻(xiàn)的個(gè)人和集體，均已在文中以明確方式標(biāo)明。 Guangling College, Yangzhou University WenFeng neighborhood integrated Business Building 揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)（論文） Author xxx (Major: Civil Engineering) Supervisor xxx (Department: Building Engineering) Abstract My graduation topic is Yangzhou WenFeng neighborhood integrated business building, the Business building is a total construction area of approximately 4406 square meters, whose height is meters,five floors ,fullcast reinforced concrete frame structure. The design includes handcounted and putercounted. Handcounted contents the general description , the determination of member size, load derivation, internal force of the framework in the horizontal and vertical loads , internal force of beams and columns, beam and column reinforcement, the basis design, stair design, plate calculation. The project earthquake intensity is 7 degrees(), without considering the vertical earthquake. First I use the bottom of the seismic shear method and D value method under earthquake actions .Then I pleted a horizontal Pin Frame Structure calculations. Moment distribution method was used to plete the dead load and live load covered under the internal force calculation. This framework is threelevel framework, without seismic resistant design. During the beam and column design,it must meet a strong column and weak beam , first use PMCAD software to layout and input load data, and then use the SAT8 spreadsheet software. After spreadsheet, I use PKPM to draw graphics, including basic, columns, beams, plates, KJ5 and LT1. 【 Key Words】 architectural design, structural design, the frame structure, internal force position, cross section design. 揚(yáng)州大學(xué)本科生畢業(yè)設(shè)計(jì)（論文） 目 錄 1 建筑設(shè)計(jì)說明 ....................................................................................................................... 1 課 題 名稱 ............................................................................................................................... 1 設(shè)計(jì)依據(jù) ............................................................................................................................... 1 技術(shù)功能要求 ........................................................................................................................ 1 總建筑面積 ...................................................................................................................... 1 平面布置 .......................................................................................................................... 1 荷載資料 .......................................................................................................................... 1 建筑設(shè)計(jì)外觀要求 ................................................................................................................. 2 結(jié)構(gòu)設(shè)計(jì) ............................................................................................................................... 2 結(jié)構(gòu)形式 ........................................................................................................................... 2 抗震等級(jí)的確定 ................................................................................................................ 2 2 結(jié)構(gòu)方案設(shè)計(jì) ....................................................................................................................... 3 結(jié)構(gòu)方案的確定 ..................................................................................................................... 3 設(shè)計(jì)指標(biāo) .......................................................................................................................... 3 結(jié)構(gòu)方 案 .......................................................................................................................... 3 材料的選用 .......................