【正文】 HEBEI UNITED UNIVERSITY畢 業(yè) 設 計 說 明 書GRADUATE DESIGN設計題目：唐山建設集團有限公司辦公樓設計專業(yè)班級：09 土木 1 班學 院：建筑工程學院 2022 年 5 月 31 日摘要I摘要這次畢業(yè)設計為唐山市建設集團有限公司辦公樓設計，總建筑面積為 2602 。耐久年限為 50 年，設防烈度按 8 度設計，結(jié)構(gòu)體系是鋼筋混凝土框架結(jié)2m構(gòu)，用加氣混凝土砌塊做填充墻。本設計分為三部分：建筑設計、結(jié)構(gòu)設計、施工組織設計。建筑設計應滿足規(guī)范要求和用戶需求，另外，還要有藝術(shù)的美感，要有時代氣息。結(jié)構(gòu)設計主要進行了結(jié)構(gòu)方案中橫向框架 3 軸框架的抗震設計。在確定框架布局之后，先進行了重力荷載代表值的計算,接著利用頂點位移法求出自振周期，按底部剪力法計算水平地震作用下地震力大小，進而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力） 。接著計算豎向荷載（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)果計算配筋并繪圖。此外還進行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設計。完成了平臺板，梯段板，平臺梁等構(gòu)件的內(nèi)力和配筋計算。還進行了基礎和樓板的設計。施工組織設計：科學的依據(jù)分項工程，依次施工的方法，合理安排施工順序，注意安全措施，力求經(jīng)濟效益。關(guān)鍵詞：框架結(jié)構(gòu)設計抗震設計；建筑設計；結(jié)構(gòu)設計；施工設計AbstractIIAbstractThis graduation design is the design of Tangshan City Construction Group Limited pany office building, with a total construction area of 2602 . Durable 2mlife of 50 years, the seismic fortification intensity of 8 degree in design, architecture is the frame structure of reinforced concrete, aerated concrete block filler wall to do.The design is divided into three parts: anization design architectural design, structure design, construction. The architectural design should meet the requirements of the standards and requirements of the user, in addition, but also has the beauty of art, must have the spirit of the times.Major structural design of the horizontal seismic design of frame structure scheme of 3 axis framework. In determining the distribution framework, first calculate the representative value of the gravity load, and then obtained from vibration cycle use vertex from the displacement method, calculation of horizontal earthquake size according to the bottom shear method, then calculate the internal force of the structure under the horizontal loads (bending moment, shear, axial force). Then calculate vertical load (constant load and live load) under the internal forces. To find one or several sets of the most adverse bination of internal forces. Select the best safety results of the reinforcement and drawing. In addition, the design of the stairs is also carried out. Completion of the platform boards, boards of the ladder, platform and other ponents of the beam internal force calculation and reinforcement. Also design foundation and floor.The construction anization design: the scientific basis subitem project, flow construction method, the reasonable arrangement of construction schedule, safety first, strive for economic benefits.Keywords: frame structure seismic design。 architectural design。 structure design。 construction design目錄III目錄摘要 ................................................................IABSTRACT...........................................................II第一章緒論 ..........................................................1 前言 .........................................................1 建筑設計概況 .................................................1 題目：唐山市建設集團有限公司辦公樓設計 .................1 結(jié)構(gòu)形式：現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu) .......................1 目的要求： .............................................1 應完成的設計工作量 .....................................2 結(jié)構(gòu)設計概況 .................................................2 設計資料 ...............................................2 設計內(nèi)容 ...............................................3 圖紙內(nèi)容 ...............................................3 計算書 .................................................3第二章建筑部分設計 ..................................................5 總平面設計 ...................................................5 平面設計 .....................................................5 使用房間設計 ...........................................5 輔助房間設計 ...........................................5 交通聯(lián)系空間的設計 .....................................6 門窗的設計 .............................................6 立面設計 .....................................................6第三章結(jié)構(gòu)部分設計 ..................................................7 工程概況 .....................................................7 基本數(shù)據(jù) ...............................................7 建筑環(huán)境 ...............................................7 結(jié)構(gòu)布置及計算簡圖 ...........................................7 重力荷載計算 .................................................9 屋面及樓面的永久荷載標準值 .............................9 梁、柱、墻、窗、門重力荷載計算 ........................10 各質(zhì)點重力荷載代表值 ..................................13 框架側(cè)移剛度計算 ............................................14 橫向框架側(cè)移剛度計算 ..................................14 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 ............15 豎向荷載作用下橫向框架結(jié)構(gòu)的內(nèi)力計算 ........................20 計算單元 ..............................................20 荷載計算 ..............................................21目錄IV 內(nèi)力計算 ..............................................24 橫向框架內(nèi)力組合 ......................................30 框架柱內(nèi)力組合 ........................................38 截面設計 ....................................................38 框架梁 ................................................38 框架柱 ................................................42 框架梁柱節(jié)點核芯區(qū)截面抗震驗算 ........................45 樓梯設計 ....................................................46 材料 ..................................................46 樓梯板的計算 ..........................................46 平臺板的計算 ..........................................47 平臺梁的計算 ..........................................48 樓板設計 ....................................................49 樓板類型及設計方法的選擇 ..............................49 基本數(shù)據(jù) ..............................................50 荷載設計值 ............................................50 計算跨度 ..............................................50 彎矩計算 ..............................................51 截面設計 ..............................................51 基礎設計 ....................................................53 修正地基承載力 ........................................53 確定基礎尺寸 ..........................................53 驗算承載力 ......