【正文】 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 I 頁(yè) 本科畢業(yè)設(shè)計(jì) 海濱樂園 1高層剪力墻結(jié)構(gòu) 住宅樓建筑結(jié)構(gòu)設(shè)計(jì) 摘要 在這個(gè)經(jīng)濟(jì)建設(shè)迅速發(fā)展、城市外來人口急劇增加的時(shí)代， 住房建設(shè)用地日趨緊張。 為解決過多人口的住房問題， 新建 高 層建筑 也隨之 越來越 多 。 在滿足抗震要求的同時(shí)， 新的結(jié)構(gòu)形式 同樣也 在不斷的發(fā)展，其中剪力墻結(jié)構(gòu)就廣泛用于高層住宅。因此，對(duì)高層住宅剪力墻結(jié)構(gòu)的力學(xué)性能進(jìn)行研究具有具有重要的理論和實(shí)現(xiàn)意義。本設(shè)計(jì)為 海濱樂園 1樓高層剪力墻結(jié)構(gòu)住宅樓建筑結(jié)構(gòu)設(shè)計(jì) 。 建筑面積為 9789 平方米，地下一層，地上十 三 層， 底層高 3 米，其余層 高 米，總高度 米， 三單元 一梯兩 戶 布局 。本設(shè)計(jì)在確定剪力墻布局之后 ,先 分別 進(jìn)行重力荷載計(jì)算、風(fēng)荷載計(jì)算、水平地震作用計(jì)算 之后 ， 再 根據(jù)結(jié)構(gòu)在水平地震作用、風(fēng)荷載作用和豎向荷載作用下的內(nèi)力計(jì)算進(jìn)行內(nèi)力組合，選取最安全的結(jié)果計(jì)算配筋并繪圖。整個(gè)結(jié)構(gòu)在設(shè)計(jì)過程中，嚴(yán)格遵循相關(guān)的專業(yè)規(guī)范的要求，參考相關(guān)資料和有關(guān)最新的國(guó)家標(biāo)準(zhǔn)規(guī)范，對(duì)設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn) 行了 綜合全面的科學(xué)性考慮。 關(guān)鍵詞： 剪力墻結(jié)構(gòu) ； 高層建 筑 ； 居住房屋 ； 地震 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 II 頁(yè) The design of highrise and shearwall structural highrise residential buildings numbered 1 belonging to HaiBingLeYuan block Abstract With the rapid development of economic construction, the sharp increase of city population, housing construction land increasingly nervous. In order to solve the housing problems of the people live, new highrise buildings are also more and more. To meet the seismic requirements at the same time, the new structure form is also in constant development, the shear wall structure is widely used in highrise residential. Therefore, has the important theory and realization significance to research the mechanical properties of highrise shear wall structure. The design for the waterfront park 1 building highrise shear wall structure building structure design. Construction area of 9789 square meters, the underground layer, the ground layer thirteen, layer 3 meters high, the rest of the height of meters, meters high, three units of a staircase two households. This design after determining the shear wall layout, then were subjected to gravity load, wind load calculation, the calculation of horizontal earthquake action, then according to the calculation of internal force of structure under horizontal earthquake load, wind loadvertical load bination of internal forces, select the most safety results of the reinforcement and drawing. The entire structure in the design process, in strict pliance with the relevant professional standard, reference to relevant information and the latest national standards, into a prehensive scientific considerations on all aspects of the design. Key words: Shear wall structure； tall building； residential building； earthquake 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 高層剪力墻的特點(diǎn) ................................................. 1 剪力墻結(jié)構(gòu)特點(diǎn) ............................................. 1 剪力墻的類型 ............................................... 1 剪力墻結(jié)構(gòu)體系的類型 ....................................... 2 高層住宅剪力墻計(jì)算方法 ..................................... 2 工程概述 ......................................................... 3 設(shè)計(jì) 題目 ................................................... 3 工程概況 ................................................... 3 原始資料 ................................................... 3 結(jié)構(gòu)施工圖 ................................................. 4 2 建筑設(shè)計(jì) ................................................. 4 平面設(shè)計(jì)的內(nèi)容和原則 ............................................. 4 平面設(shè)計(jì) ......................................................... 4 居住部分的平面設(shè)計(jì) ......................................... 4 輔助部分平面設(shè)計(jì) ........................................... 5 交通部分平面設(shè)計(jì) ........................................... 6 戶外平面組合設(shè)計(jì) ........................................... 7 戶間平面組合設(shè)計(jì) ........................................... 7 剖面設(shè)計(jì) ......................................................... 7 層數(shù) ....................................................... 7 層高 ....................................................... 7 剖面組合 ................................................... 8 立面設(shè)計(jì) ......................................................... 8 高層住宅樓相關(guān)技術(shù)設(shè)計(jì) ........................................... 9 垂直交通設(shè)計(jì) ............................................... 9 樓梯間防火設(shè)計(jì) ............................................. 9 消防電梯的設(shè)置 ............................................ 10 伸縮縫的設(shè)置 .............................................. 11 防震縫的設(shè)置 .............................................. 11 構(gòu)造設(shè)計(jì) ........................................................ 11 建筑施工圖 ................................................ 11 工程做法 .................................................. 12 樓梯構(gòu)造 .................................................. 12 門窗構(gòu)造 .................................................. 12 3. 結(jié)構(gòu)設(shè)計(jì) ............................................... 13 結(jié)構(gòu)方案 ........................................................ 13 遼寧科技大學(xué)本科生畢業(yè)設(shè)計(jì) 第 IV 頁(yè) 剪力墻類型判別及剛度計(jì)算 ........................................ 13 剪力墻的類型判別 .......................................... 13 剪力墻剛度計(jì)算 ............................................ 25 荷載計(jì)算 ........................................................ 41 重力荷載計(jì)算（標(biāo)準(zhǔn)值） .................................... 41 風(fēng)荷載計(jì)算 (標(biāo)準(zhǔn)值 ) ........................................ 44 結(jié)構(gòu)水平位移驗(yàn)算 ................................................ 51 水平地震作用下結(jié)構(gòu)內(nèi)力計(jì)算 ...................................... 53 總剪力墻、總框架內(nèi)力計(jì)算 .................................. 53 剪力墻內(nèi)力計(jì)算 ............................................ 57 風(fēng)荷載作用下結(jié)構(gòu)內(nèi)力計(jì)算 ........................................ 59 豎向荷載作用下結(jié)構(gòu)內(nèi)力計(jì)算 ...................................... 64 XSW11(實(shí)體墻 )在豎向荷載作用下內(nèi)力計(jì)算 .................... 64 XSW13（整體小開口墻）在豎向荷載作用下結(jié)構(gòu)內(nèi)力計(jì)算 ........ 67 內(nèi)力組合 ........................................................ 71 剪力墻截面設(shè)計(jì) .................................................. 77 XSW11（實(shí)體墻）截面設(shè)計(jì) .................................. 77 XSW13（