【正文】 建筑和結(jié)構(gòu)設(shè)計的很多重要的方面，選擇辦公樓建筑和結(jié)構(gòu)設(shè)計，從而掌握辦公樓設(shè)計的基本原理，妥善解決其功能關(guān)系，滿足使用要求。題目為“ 市伊濱區(qū)行政辦公樓建筑與結(jié)構(gòu)設(shè)計”。 關(guān)鍵詞： 框架結(jié)構(gòu)，抗震設(shè)計，荷載計算，內(nèi)力計算，計算配筋 畢業(yè)設(shè)計（論文） II The Administrative Office of Building Yibin District ABSTRACT This program is for Yibindistrict administrative office building of , The building adopted a framework structure is a fivestorey for main and sixstorey for part . We set the earthquake intensity for 7 degrees , near earthquake, and Construction site for the Class 2 category in the region . And set the leading wind direction for southwest wind . Basic wind pressure for KN / M, and basic snow pressure castinplace reinforced concrete structure. The design and implementing practical, safe, economic, aesthetic design accordance with the architectural design specifications, and to seriously consider the various factors affecting the design. According to the overall structure and architecture and detail. This design consists of two parts, namely the construction design and the structure design. The construction design mainly includes The exterior of the building facade、 Profile, room layout, each node map, each site practices etc.。總之，適用、安全、經(jīng)濟、使用方便是本設(shè)計的原則。本設(shè)計采用擴展柱下獨立基礎(chǔ)，對獨立基礎(chǔ)進行了受力和配筋計算。進行內(nèi)力組合找出最不利的一組或幾組內(nèi)力組合。本設(shè)計主要進行了結(jié)構(gòu)方案中橫向框架第 4 軸抗震設(shè)計。 這份畢業(yè)設(shè)計主要包括建筑設(shè)計部分和結(jié)構(gòu)設(shè)計部分，建筑設(shè)計部分主要包括建筑外觀立面、剖面、房間布置、各節(jié)點詳 圖、個各部位做法等方面；結(jié)構(gòu)設(shè)計方面包括了結(jié)構(gòu)的布置、基礎(chǔ)設(shè)計、結(jié)構(gòu)構(gòu)件的配筋設(shè)計。按照建筑設(shè)計規(guī)范，認真考慮影響設(shè)計的各項因素。樓﹑屋蓋均采用現(xiàn)澆鋼筋混凝土結(jié)構(gòu)。畢業(yè)設(shè)計（論文） I 市伊濱區(qū)行政辦公樓 摘 要 本工程為 市伊濱區(qū)行政辦公樓工程，采用框架結(jié)構(gòu)，主體為五層，局部六層，本地區(qū)抗震設(shè)防烈度為 7 度，近震，場地類別為 II 類場地。主導(dǎo)風向為西南，基本風壓 ，基本雪壓 KN/M。 本設(shè)計貫徹“實用、安全、經(jīng)濟、美觀”的設(shè)計原則。根據(jù)結(jié)構(gòu)與建筑的總體與細部的關(guān)系。具體包括梁板設(shè)計、樓梯間計算、內(nèi)力組合、框架配筋、基礎(chǔ)設(shè)計等方面。在確定框架布局之后，計算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）和水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）。選取最安全的結(jié)果計算配筋并繪圖。 整個結(jié)構(gòu)在設(shè)計過程中，嚴格遵循相關(guān)的專業(yè)規(guī) 范的要求，參考相關(guān)資料和有關(guān)最新的國家標準規(guī)范，對設(shè)計的各個環(huán)節(jié)進行綜合全面的科學性考慮。設(shè)計合理可行的建筑結(jié)構(gòu)方案是現(xiàn)場施工的重要依據(jù)。 the structure design is made up of the layout of the structure, basis design, specifically including the respects of Beam and slab design、 Stair calculation、The bination of internal forces、 Reinforced frame、 Foundation design and so forth. The framework of fourth horizontal axis seismic is designed in this solution, and after the establishment of the layout of structure, the The most disadvantaged group or several groups of a bination of internal forces will be found through the conduct of The bination of internal forces, after the calculation of Vertical load（ Constant load and live load） . Under the structure of internal force ( bending Moment, shear, axial force under the action of horizontal loads ) and the structural internal force ( bending moment, shearing force, axial force).The most secure result will be selected to calcul ate 畢業(yè)設(shè)計（論文） III Reinforcement and mapping. This design takes the Extended column under as the independent basis, for which the calculation of Stress and reinforcement has been undertaken. The whole structure in the design process, strictly abide by the relevant professional regulatory requirements, refer to the relevant information about the latest national standards on all aspects of the design of prehensive scientific short, apply security, economic, easy to use the principles of the design. Rational design of building structures program is an important basis for onsite construction. KEY WORDS:Frame Structure,Seismic Design， Load Calculation， Internal force calculation， Calculation reinforcement 畢業(yè)設(shè)計（論文） IV 目 錄 前 言 ....................................................................................................... 1 第一部分 建筑設(shè)計 ................................................................................ 2 工程概況： ....................................................................................... 2 第 1 章 建筑設(shè)計 .................................................................................... 3 建筑平面設(shè)計 ............................................................................ 3 使用房間的平面設(shè)計 ..................................................... 3 輔助房間的平面設(shè)計 ..................................................... 4 交通聯(lián)系空間的設(shè)計 ............................................................... 4 走道 設(shè)計 .......................................................................... 5 樓梯設(shè)計 .......................................................................... 5 電梯設(shè)計 .......................................................................... 5 門廳設(shè)計 .......................................................................... 6 門的設(shè)計 .......................................................................... 6 窗的設(shè)計 .......................................................................... 7 建筑立面設(shè)計 ............................................................................ 7 建筑剖面設(shè)計 ............................................................................ 8 房間的剖面形狀 ............................................................. 8 房間的各部分高度 ......................................................... 8 建筑層數(shù)及建筑空間的組合和利用 ............................ 9 第 2 章 建筑構(gòu)造設(shè)計 ...........................................................................10 屋面設(shè)計 ...................................................................................10 屋面排水方式 ................................................................10 屋面排水組織 ................................................................10 屋面防水 .........................................................................10 墻體設(shè)計 ...................................................................................10 墻身構(gòu)造 .........................................................................10 墻面裝修 ......................................................................... 11 樓地面構(gòu)造 .......................................