【正文】 不少于 2圖 10 張 ③ 其他要求： 論文字?jǐn)?shù)不少于 萬，參考文獻(xiàn)篇數(shù)不少于 15 篇 指導(dǎo)教師簽名： 年 月 日 學(xué)生簽名： 年 月 日 系主任審批 ： 年 月 日 I 西安漢邦公司 辦公樓設(shè)計 （ A 方案） 摘 要 本工程為 西安漢邦公司 辦公樓設(shè)計，該樓為 六 層，總高 米，總建筑面積約為 。本設(shè)計依據(jù)設(shè)計任務(wù)書，運用力學(xué)鋼筋混凝土、結(jié)構(gòu)力學(xué)基本原理及土力學(xué)和對材料性質(zhì)的深刻了解，遵守設(shè)計規(guī)則，保證建筑結(jié)構(gòu)合理，所有材料的質(zhì)量和強(qiáng)度合格，工藝良好。 本建筑設(shè)計分為：建筑設(shè)計、結(jié)構(gòu)設(shè)計。 建筑設(shè)計采取積極措施來增強(qiáng)建筑物的外表強(qiáng)度和堅固性，給人以心理上的安全感。另外，還要有藝術(shù)的美感，要有時代氣息。 結(jié)構(gòu)體系是鋼筋混凝土框架結(jié)構(gòu)，結(jié)構(gòu)設(shè)計是使結(jié)構(gòu)物得到足夠的強(qiáng)度、剛度和韌性的過程。結(jié)構(gòu)體系選擇后，進(jìn)行荷載 分析和強(qiáng)度分析，同時考慮與建筑經(jīng)濟(jì)學(xué)的關(guān)系，把材料制做安裝所需成本、所用時間，以及結(jié)構(gòu)使用期間的維修聯(lián)系起來。 關(guān)鍵詞： 框架；結(jié)構(gòu)設(shè)計；內(nèi)力計算 II The Office of the Xi’an hanbang’s pany (AScheme) Abstract This project is The Design of the Office of the Xi’an hanbang’s pany, There are six storys in the general height is and building area is square design is based on the design requirements, original information, application of mechanics RC, basic principles of structural mechanic, soil mechanics and well knowing material quality, obeying rules of design, ensuring the structures of architecture reasonable, and the quality and intensity of all materials are qualified, and the techniques are the same. This architecture design is divided into three parts: architecture design, structural design. Architecture design will adopt available measures to increase constructions’ surface intensity and firmness. It will also give people safe felling on psychological. On the other hand it should be bined with art and the time at present. Structural design is a process of making construction structures get enough intensity, stiffness and toughness. After structural system is chosen, carrying out the analysis of load and intensity, at mean time taking into account the associated relation with building economics, bining the time and cost of materials fabricating and fixing, and the maintenance of structure during operation and use period. Construction anization schedule: according to scientific subdivision works, continuous construction methods, reasonable arranging construction orders, paying attention to safe measures, and ensure to obtain economic benefit. Keywords : frames。 structural design。 intevnalforce calculation III 目 錄 1 緒論 ....................................................................................................................... 1 建筑設(shè)計背景 ........................................................................................................ 1 建筑概況 ........................................................................................................ 1 設(shè)計資料及設(shè)計依據(jù) ................................................................................... 1 建筑方案及方案說明 ............................................................................................ 2 建筑方案的初步設(shè)計 .................................................................................... 2 建筑施工圖設(shè)計 ............................................................................................ 4 建筑設(shè)計的工程做法 ............................................................................................ 4 課題研究的意義 .................................................................................................... 4 2 結(jié)構(gòu)布置 .............................................................................................................. 5 結(jié)構(gòu)布置 ............................................................................................................... 5 柱網(wǎng)布置 .......................................................................................................... 5 框架結(jié)構(gòu)承重方案的選擇 .................................................................................... 6 框架結(jié)構(gòu)的計算簡圖 ............................................................................................ 6 梁、柱截面尺寸的初步確定 ................................................................................ 7 梁、柱截面尺寸的初步確定 ........................................................................ 7 框架柱的截面尺寸根據(jù)柱的軸壓比限值 .................................................... 7 3 框架結(jié)構(gòu)剛度參數(shù)計算 .................................................................................. 9 框架結(jié)構(gòu)側(cè)移剛度的計算 .................................................................................... 9 梁柱線剛度計算 ............................................................................................ 9 各層橫向側(cè)移剛度計算 (D 值法 ) ............................................................... 10 4 重力荷載計算 .................................................................................................. 13 屋面及樓面的永久荷載 標(biāo)準(zhǔn)值 ......................................................................... 13 屋面及樓面的可變荷載標(biāo)準(zhǔn)值 .......................................................................... 13 梁、柱、墻、窗、門重力荷載的計算 .............................................................. 14 底層墻、門、窗自重 .................................................................................. 14 標(biāo)準(zhǔn)層墻、門、窗自重 .............................................................................. 15 六層墻、門、窗自重 .................................................................................. 15 重力荷載代表值 .................................................................................................. 15 5 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計算 .............................................. 18 IV 橫向自振周期的計算 .......................................................................................... 18 水平地震作用及樓層地震剪力的計算 .............................................................. 18 結(jié)構(gòu)等效總重力荷載代表值 Ge................................