【正文】 ，它是衡量廠房建筑質(zhì)量標(biāo)準(zhǔn)的一個(gè)重要因素。滿足《廠房建筑模數(shù)協(xié)調(diào)標(biāo)準(zhǔn)》規(guī)定的柱頂標(biāo)高H應(yīng)為300mm的倍數(shù)。本廠房縱向長度為66m,橫向跨度為30m,固可不用設(shè)置變形縫。 建筑平面布置圖《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》規(guī)定門式剛架輕型房屋鋼結(jié)構(gòu)的溫度區(qū)段長度(伸縮縫間距)，應(yīng)符合下列規(guī)定:縱向溫度區(qū)段不大于300m 。中柱處定位軸線經(jīng)過柱的形心，邊柱處定位軸線在柱的外邊緣處。綜合考慮以上原則并結(jié)合本工程實(shí)際情況，本設(shè)計(jì)采用跨度分別為12m、18m的雙跨兩坡門式輕型鋼結(jié)構(gòu)廠房。按經(jīng)濟(jì)要求，縱向柱距常對(duì)鋼材用量和造價(jià)有較大影響。柱的位置和廠房的地上設(shè)各、起重及運(yùn)輸通道、地下設(shè)備和設(shè)各基礎(chǔ)、地下管道相協(xié)調(diào)。1．2建筑平面設(shè)計(jì)柱網(wǎng)應(yīng)根據(jù)工藝、建筑面積、結(jié)構(gòu)和經(jīng)濟(jì)要求布置。柱距：。柱頂標(biāo)高：?？拐鹪O(shè)防烈度：7度。土壤凍結(jié)深度：。建筑面積約2000平方米。1建筑設(shè)計(jì)1．1設(shè)計(jì)條件1．1．1自然條件建筑場(chǎng)地地段情況該廠房位于邯鋼路以南，西臨主干道中華大街，交通方便。 展望未來，隨著經(jīng)濟(jì)建設(shè)的蓬勃發(fā)展和交流的進(jìn)一步擴(kuò)大，要建造更多的高層建筑、橋梁和大型公共場(chǎng)所等大空間和超大空間建筑物的需求十分旺盛。日前，國內(nèi)許多鋼結(jié)構(gòu)設(shè)計(jì)軟件相繼問世，可分別適應(yīng)輕鋼結(jié)構(gòu)、網(wǎng)架結(jié)構(gòu)、高層鋼結(jié)構(gòu)、薄壁拱形結(jié)構(gòu)的設(shè)計(jì)需要。 從設(shè)計(jì)、生產(chǎn)、施工專業(yè)化水平看:鋼結(jié)構(gòu)行業(yè)經(jīng)過幾年的發(fā)展，專業(yè)鋼結(jié)構(gòu)設(shè)計(jì)人員的素質(zhì)在實(shí)踐中得到不斷提高。其他鋼結(jié)構(gòu)中型鋼、及涂鍍層鋼板都有明顯增長，產(chǎn)品質(zhì)量有較大提高。為適應(yīng)建筑市場(chǎng)的需要，成品鋼材將朝著品種齊全材料標(biāo)準(zhǔn)化力一向發(fā)展。十年來的改革開放和經(jīng)濟(jì)發(fā)展，已經(jīng)為鋼結(jié)構(gòu)體系的應(yīng)用創(chuàng)造了極為有利的發(fā)展環(huán)境。鋼結(jié)構(gòu)產(chǎn)品在大跨度空間結(jié)構(gòu)、輕鋼門式結(jié)構(gòu)、多層及小高層住宅領(lǐng)域的建筑口益增多，應(yīng)用領(lǐng)域不斷擴(kuò)人。joint邯鋼鋼材包裝物主廠房設(shè)計(jì)學(xué)生： 指導(dǎo)教師：河北工程大學(xué)土木工程學(xué)院土木工程專業(yè)建筑結(jié)構(gòu)與施工管理方向0緒論鋼結(jié)構(gòu)體系國其本身所具有的自重輕、強(qiáng)度高、施工快等優(yōu)點(diǎn)，與鋼筋混凝土結(jié)構(gòu)相比，更具有在“高、大、輕”三個(gè)方面發(fā)展的獨(dú)特優(yōu)勢(shì)。 the internal force analyzes。 we can choose the section of beam and calumniation. Next, checking putatians of stability calculatian of the plane structure. The steel beam and column employs Q235 carbon structural steel. Connection bolts are high strength bolt of friction type with behavioral grade . Common bolts are rough type made by steel. Rod for manual welding usually adopts E43..Rigid connections apply to the column leg and the connection of column and beam adopts hinged connection. The metope and roofage adopts the Baubledecked colored polystyrene clamps the circuit board. otherwise, it is analysed that the forced state of the bracing system for a steel factor building under wind land, and the design of a bracing truss for a building with larger width. Avoid some errors in the design of brace, tension rod, and tension rod jpints.Keywords:Lightweight steel structures。另外特別注重了支撐設(shè)置、拉條設(shè)置，避免了一些常見的拉條設(shè)計(jì)錯(cuò)誤。梁柱均采用Q235鋼，10. 9級(jí)摩擦型高強(qiáng)螺栓連接，局部焊接采用E43型焊條，柱腳剛性連接，梁與柱節(jié)點(diǎn)也剛性連接。梁、柱節(jié)點(diǎn)為剛性連接的門式鋼架具有結(jié)構(gòu)簡潔、剛度良好、受力合理、使用空間大及施工方便等特點(diǎn)，便于工業(yè)化，商品化的制品生產(chǎn)，與輕型維護(hù)材料相配套的輕型鋼結(jié)構(gòu)框架體系己廣泛應(yīng)用于建筑結(jié)構(gòu)中，本設(shè)計(jì)就是對(duì)輕型鋼結(jié)構(gòu)的實(shí)際工程進(jìn)行建筑、結(jié)構(gòu)設(shè)計(jì)與計(jì)算。目 錄摘要 Abstract參考文獻(xiàn)50鳴謝51摘 要本設(shè)計(jì)工程為邯鄲地區(qū)一66米雙跨鋼結(jié)構(gòu)，每跨各設(shè)置一10t梁式吊車。主要依據(jù)《鋼結(jié)構(gòu)設(shè)計(jì)規(guī)范})GB500172003和《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》GECS 102:2002等國家規(guī)范，綜合考慮設(shè)計(jì)工程的規(guī)模、跨度、高度及用途，依據(jù)“適用、經(jīng)濟(jì)、在可能條件下注意美觀”的原則，對(duì)各組成部分的選型、選材、連接和經(jīng)濟(jì)性作了比較，最終選用單層門式鋼架的結(jié)構(gòu)形式。主要對(duì)承重結(jié)構(gòu)進(jìn)行了內(nèi)力分析和內(nèi)力組合，在此基礎(chǔ)上確定梁柱截面，對(duì)梁柱作了彎剪壓計(jì)算，驗(yàn)算其平而內(nèi)外的穩(wěn)定性。屋面和墻面維護(hù)采用雙層彩色聚苯乙烯夾芯板。關(guān)鍵詞:輕型鋼結(jié)構(gòu) 門式鋼架 內(nèi)力分析 雙層彩色聚苯乙烯夾芯板節(jié)點(diǎn)AbstractThis project in handan area is a 66m doublespan steel structure, each cross sets up a 10t beam crane. The project designed strictly plies with the relavant stipulations of the CODE FOR DESIGN OF STEEL STRUCTURES (GF500172003) and TECHNICAL SPECIFICATION FOR STEEL STRUCTURE OF LIGHT WEIGHT BUILDINGS WITH GABLED FRAMES (CECS 102:2002), and some others. Synthesize the scale of the consideration design engineering and across a principle for span and use, according as applying, economy, under the possible term attention beautifully, Connecting method, structure type and material of each part which consist of a lightweight steel villa are analysed, then choose the construction form that use single layer a type steel. The beam, pillar node is a light steel construction frame system that rigid and copular a type steel a ware for having construction Simple, just degree goodly, suffering dint reasonablely, using space bigly and starting construction convenience etc. characteristics, and easy to industrialisation, mercializing produce, thinking with light maintenance material the kit the already extensive applying in the building construction inside, this design is to proceeds the building, construction design to the structural and actual engineering in light steel and calcul