【正文】 齊 齊 哈 爾 大 學(xué)畢業(yè)設(shè)計(jì)(論文）題 目 黑龍江工程學(xué)院逸夫圖書(shū)館土建設(shè)計(jì) 學(xué) 院 建筑與土木工程學(xué)院 專(zhuān)業(yè)班級(jí) 土木工程 112 班 學(xué)生姓名 李卓隆 指導(dǎo)教師 張學(xué)元 成 績(jī) 2022 年 6 月 20 日 I摘 要本工程為黑龍江工程學(xué)院逸夫圖書(shū)館，總建筑面積 5610 m2，形狀為漢字“書(shū)”形，建筑總長(zhǎng)度 ，寬度 30m，建筑高度 ，共 6 層，各層層高均為 ，頂層有電梯機(jī)房，無(wú)地下室。本工程是鋼筋混凝土框架結(jié)構(gòu)，抗震烈度 6 度，框架抗震等級(jí)為三級(jí)，維護(hù)結(jié)構(gòu)采用混凝土小型空心砌塊,墻體為填充墻。本設(shè)計(jì)主要對(duì)結(jié)構(gòu)方案中鋼筋混凝土框架進(jìn)行了結(jié)構(gòu)設(shè)計(jì)。在確定框架平面布置方式之后，首先進(jìn)行了層間荷載標(biāo)準(zhǔn)值的計(jì)算，接著采用分層法計(jì)算得出豎向恒荷載和活荷載作用下的結(jié)構(gòu)內(nèi)力。然后，利用 D 值法求出在水平風(fēng)荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力），利用底部剪力法計(jì)算地震荷載。其次，對(duì)各種情況下的內(nèi)力進(jìn)行了組合，內(nèi)力組合目的是選取最安全的結(jié)果進(jìn)行框架梁、框架柱截面的配筋計(jì)算。然后，對(duì)柱下獨(dú)立基礎(chǔ)的結(jié)構(gòu)進(jìn)行了設(shè)計(jì)。最后，利用 PKPM 和 CAD 軟件繪制了框架結(jié)構(gòu)的施工圖。關(guān)鍵詞:框架結(jié)構(gòu)；分層法；結(jié)構(gòu)設(shè)計(jì) IIAbstractJixi city academy hotel building design, a total construction area of 8090 m2, building a total length of 60m, width , height , consists of 6 layers: the layer of , no basement. This project is a system of multi story frame structure, fire resistance rating for the two buildings, seismic intensity 6 degrees, concrete frame C30, seismic rating for the three, to maintain the structure made of concrete small hollow block. For the whole structure of castinplace reinforced concrete frame structure. Bearing for vertical and horizontal frame bearing.The 6th horizontal frame structure is designed in this design. After determining the frame layouts, the standard values of loads acting on the structure are calculated firstly. Then the internal forces of the structure caused by vertical constant load and live load are calculated by stratified sampling method. Then, the structural internal forces (moment, shear force and axial force).due to horizontal wind load is calculated by using a D value method. Secondly, the internal forces under various circumstances are bined. The security results are selected to calculate the reinforcement of frame beams and frame column. Then, the structure of the shallow foundation is designed. Finally, th6e shop drawing of the frame structure is drawn by PKPM and CAD software.Key words：Frame structure；Layering method；Structure Design III目 錄摘 要 ...........................................................................................................................................IAbstract ......................................................................................................................................II第 1 章 緒 論.............................................................................................................................1 選題依據(jù)和實(shí)際應(yīng)用的價(jià)值 ...........................................................................................1 在國(guó)內(nèi)外的研究現(xiàn)狀 ......................................................................................................1 課題研究的內(nèi)容 ..............................................................................................................1 建筑設(shè)計(jì)部分............................................................................................................1 結(jié)構(gòu)設(shè)計(jì)部分............................................................................................................2第 2 章 設(shè)計(jì)任務(wù)及要求...........................................................................................................3 設(shè)計(jì)的內(nèi)容 .......................................................................................................................3 基本概況....................................................................................................................3 設(shè)計(jì)主要內(nèi)容............................................................................................................4 設(shè)計(jì)資料 ..........................................................................................................................5 地形條件....................................................................................................................5 氣象資料....................................................................................................................5 抗震設(shè)計(jì)....................................................................................................................5 地基基礎(chǔ)設(shè)計(jì)等級(jí)....................................................................................................5 其他............................................................................................................................5 地質(zhì)資料....................................................................................................................6 設(shè)計(jì)要求 ...........................................................................................................................6第 3 章 建筑設(shè)計(jì).......................................................................................................................8 工程概述 ..........................................................................................................................8 設(shè)計(jì)內(nèi)容 ..........................................................................................................................8 結(jié)構(gòu)要求....................................................................................................................8 氣象資料....................................................................................................................8 場(chǎng)地工程地質(zhì)條件概述 ..................................................................................................8 地質(zhì)資料....................................................................................................................8 地下水情況................................................................................................................9 工程地質(zhì)條件評(píng)價(jià)....................................................................................................9 建議............................................................................................................................9 防火設(shè)計(jì) ..........................................................................................................................9