【正文】 攀枝花學(xué)院?？飘厴I(yè)論文（設(shè)計(jì)） 多層宿舍樓建筑結(jié)構(gòu)設(shè)計(jì) 學(xué)生姓名： 秦元 學(xué)生學(xué)號(hào)： 202021212053 院（系）： 交通與汽車工程學(xué)院 年級(jí)專業(yè)： 建筑工程技術(shù) 指導(dǎo)教師： 楊俊華 講師 副指導(dǎo)教師： 二〇一三年六月攀枝花學(xué)院?？飘厴I(yè)論文（設(shè)計(jì)） 摘要 I 摘 要 本工程設(shè)計(jì)為宿舍樓多層框架結(jié)構(gòu) 設(shè)計(jì)。建筑設(shè)計(jì)首先結(jié)合外部環(huán)境考慮，力求達(dá)到設(shè)計(jì)與環(huán)境的和諧統(tǒng)一，其次是以人為主體，在房屋的采光、通風(fēng)等方面，力求達(dá)到最佳效果；結(jié)構(gòu)設(shè)計(jì)主要以橫向框架第 2軸框架為例，從層間荷載代表值起算，利用頂點(diǎn)位移法計(jì)算自震周期，按底部剪力法計(jì)算 水平地震荷載作用下大小，進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力 ， 接著計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力，找出最不利的一組或幾組內(nèi)力組合 ， 選取最安全的結(jié)果計(jì)算配筋并繪圖 ， 此外還進(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計(jì) ， 完成了平臺(tái)板 、 梯段板 、 平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制 ； 嚴(yán) 格按國(guó)家標(biāo)準(zhǔn)建立質(zhì)量管理和質(zhì)量保證體系，全員參與、嚴(yán)格過(guò)程控制，追求完美、增強(qiáng)顧客滿意，營(yíng)造精品、提高綜合效益，創(chuàng)建優(yōu)質(zhì)工程讓業(yè)主放心、社會(huì)滿意。認(rèn)真貫徹“實(shí)用、安全、經(jīng)濟(jì)、美觀”的設(shè)計(jì)原則，認(rèn)真選擇結(jié)構(gòu)形式及進(jìn)行合理的結(jié)構(gòu)布置，整體設(shè)計(jì)滿足現(xiàn)行規(guī)范和發(fā)展趨勢(shì)。 關(guān)鍵詞 框架結(jié)構(gòu)，環(huán)境，地震 攀枝花學(xué)院?？飘厴I(yè)論文（設(shè)計(jì)） ABSTRACT II ABSTRACT The engineering design for building multilayer frame structure design. Architecture design first bined with external environment consideration, strive to achieve the design and environmental harmony, the second is to take human as the main body, in the house of daylighting, ventilated wait for a respect, strive to achieve the best effect。 Structure design mainly by the horizontal axis framework for example 2 framework, from between representatives of load value date, use vertex displacement method for calculation of the seismic cycle, according to the bottom shear method for calculation of horizontal seismic load size, and then find out under horizontal loads of internal force of the structure, and then calculating vertical load (constant load and live load) under the action of an internal structure, find out the most unfavorable set or a group of internal force bination, choose the most safe data calculation reinforcement and drawing, in addition to the structure of the solution of indoor stair design, plete the flat bedplate and ladder period of board, platform beam and other ponents of the internal force and reinforcement calculation and construction drawings。 In strict accordance with the national standards set up quality management and quality assurance system, full participation, strict process control, the pursue is perfect, enhance customer satisfaction, building high quality, improve the overall efficiency, create quality engineering let owner rest assured, social satisfaction. Seriously implement the practical, safe, economic, beautiful design principle, choose seriously structure form and reasonable structure layout and overall design meet the current specification and trend of development. Keywords reinforced concreteframe , environment, earthquake 攀枝花學(xué)院?？飘厴I(yè)論文（設(shè)計(jì)） 目錄 1 目 錄 摘 要 ............................................................................................................................. I ABSTRACT ...................................................................................................................... II 1 緒論 ................................................................... 3 課題背景和研究意義 .......................................................................................... 3 發(fā)展?fàn)顩r ............................................................................................................ 3 設(shè)計(jì)步驟與方法 ................................................................................................. 3 框架結(jié)構(gòu)的優(yōu)缺點(diǎn) ............................................................................................. 3 2 建筑設(shè)計(jì) .................................................................................................................. 4 方案構(gòu)思的設(shè)想與確定 ....................................................................................... 4 總平面地區(qū)概況 4 工程環(huán)境 4 建筑選型說(shuō)明及特點(diǎn) 4 4 ................................................................................................................... 5 ................................................................................................................ 5 ................................................................................................................... 6 ................................................................................................................... 6 ............................................................................................................ 6 ............................................................................................. 6 .......................................................................................... 7 ............................................................................................................ 7 工程建筑用料及做法 7 8 9 10 ......................................