【正文】 本科生畢業(yè)論文（設(shè)計(jì)）原創(chuàng)性聲明 本人以信譽(yù)聲明：所呈交的畢業(yè)論文（設(shè)計(jì)）是在導(dǎo)師指導(dǎo)下進(jìn)行的研究工作及取得的研究成果，論文中引用他人的文獻(xiàn)、數(shù)據(jù)、圖件、資料等均已明確標(biāo)注出，論文中的結(jié)論和結(jié)果為本人獨(dú)立完成，不包含他人成果及獲得中國(guó)地質(zhì)大學(xué)或其他教育機(jī)構(gòu)的學(xué)位或證書而使用過(guò)的材料。與我一同工作的同志對(duì)本研究所做的任何貢獻(xiàn)均已在論文中作了明確的說(shuō)明并表示了謝意。 畢業(yè)論文作者（簽字）： 簽字日期： 年 月 日 摘 要 房屋建筑工程畢業(yè)設(shè)計(jì)一般包括建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)和施工組織設(shè)計(jì) 三個(gè)部分。本工程為 黃山市金泰機(jī)械制造廠金 工裝配車間，該車間為三跨不等高單層工業(yè)廠房。按功能要求，該廠房?jī)蛇吙鐬闄C(jī)械加工工段，跨度 18m，軌頂標(biāo)高 9m，柱距 6m，各有 15/3t 中級(jí)工作制吊車兩臺(tái)；中跨為機(jī)械裝配工段，跨度 24m，軌頂標(biāo)高 12m，有 30/5t 中級(jí)工作制吊車兩臺(tái)，車間總長(zhǎng)為 96m。本工程總建筑面積為 5918㎡，防火等級(jí)為二級(jí)，抗 震 設(shè)防烈度為5 度。本工程結(jié)構(gòu)設(shè)計(jì)采用單層裝配式排架結(jié)構(gòu)，結(jié)構(gòu)計(jì)算按橫向排架承重分析。排架柱內(nèi)力計(jì)算考慮以下四種荷載作用：豎向恒載作用下的內(nèi)力，豎向屋面活荷載作用下的內(nèi)力，吊 車荷載作用下的內(nèi)力及風(fēng)荷載作用下的內(nèi)力。排架柱內(nèi)力組合考慮以下四種情況：maxM? 及相應(yīng)的 N 、 V ， maxM? 及相應(yīng)的 N 、 V ， maxN 及相應(yīng)的 M 、 V 及 minN 及相應(yīng)的 M 、 V 。對(duì)于該單層工業(yè)廠房可不進(jìn)行抗震設(shè)計(jì)，但須采用構(gòu)造抗震措施。對(duì)于裝配式廠房，多數(shù)構(gòu)件需預(yù)制，對(duì)施工場(chǎng)地平面布置要求嚴(yán)格。本工程將三跨廠房分為三個(gè)施工段進(jìn)行流水施工，對(duì)各工種之間的配合要求較高。構(gòu)件吊裝方法中：柱的吊裝采用旋轉(zhuǎn)法；屋架吊裝采用正向扶直，并用懸吊 法吊裝。 關(guān)鍵詞： 單層工業(yè)廠房 荷載計(jì)算 內(nèi)力分析 計(jì)算配筋 施工組織 ABSTRACT Graduation Project housing projects generally include architectural design, structural design and construction anization design in three parts. Huangshan, the project group to work Dajian metalworking assembly shop, the shop is not high for the threespan singlestorey industrial build ings. According to functional requirements, the plant for machining on both sides ofcrosssection, span of 18m, the top rail height 9m, column spacing 6m, each 15/3t two midlevel work crane system。 mechanical assembly in crosssection, span of 24m, the top rail elevation 12m, there are intermediate 30/5t two working cranes, workshop total length of 96m. The total construction area of 5918 ㎡ , fire rating of 2, fight for the 6 degree of intensity maximum security. The design of engineering structures fabricated using single frame structure, the structure of the calculation according to analysis of the horizontal loadbearing frame. Calculation of column internal forces bent to consider the following four types of loads: the role of the vertical dead load of the internal force, vertical roof live load of the internal force, cranes load and wind load of the internal forces of the internal force under. Combination of column internal forces bent to consider the following four cases: and the corresponding, and the corresponding, and the corresponding, and the corresponding,. For the singlestorey industrial buildings for seismic design from time to time, subject to the use of structural seismic measures. The assembly plant, the majority of ponents to be prefabricated on the construction site demanding layout. The project plant will be three crosssection is divided into three water works construction, the coordination among the various types of jobs require a higher. Component lifting methods: the use of rotating lifting column method。 hold straight being used hoisting roof trusses, and hoisting suspension. Keywords： Singlestorey industrial building Load calculation Internal force analysis Calculation of reinforced Construction Organization 目錄 第一章 建筑設(shè)計(jì) ...................................................................................................................................... 1 第一節(jié) 工程概況 ................................................................................................................................. 1 第二節(jié) 建筑設(shè)計(jì)說(shuō)明 ........................................................................................................................... 1 第三節(jié) 建筑細(xì)部具體構(gòu)造做法 ........................................................................................................ 4 第二章 結(jié)構(gòu)設(shè)計(jì) ...................................................................................................................................... 6 第一節(jié) 計(jì)算簡(jiǎn)圖及柱的計(jì)算參數(shù) .................................................................................................... 6 第二節(jié) 荷載計(jì)算 ................................................................................................................................. 7 第三節(jié) 內(nèi)力分析 ............................................................................................................................... 11 第四節(jié) 內(nèi)力組合 ............................................................................................................................... 41 第五節(jié) 柱的設(shè)計(jì) ............................................................................................................................... 46 第六節(jié) 基礎(chǔ)設(shè)計(jì) ............................................................................................................................... 63 第三章 施工組織設(shè)計(jì) ........................................................................................................................... 70 第一節(jié) 編制說(shuō)明 ............................................................................................................................... 70 第二節(jié) 工程概況及特點(diǎn) ................................................................................................................... 70 第三節(jié) 施工準(zhǔn)備 ............................................................................................................................... 71 第四節(jié) 主要施工方法 ....................................................................................................................... 72 第五節(jié) 施工總平面布置 ................................................................................................................... 79 第六節(jié) 施工進(jìn)度計(jì)劃 ....................................................................................................................... 80 結(jié)束語(yǔ) ......................................................................................................................................................... 81 致 謝 ......................................................................................................................................................... 82 參考文獻(xiàn) ........................................................