【正文】 rcuit board。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 calculation. The tractate includes the internal force analyzes and bines, based on these analyses。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。河北工程大學(xué)土木工程學(xué)院畢業(yè)設(shè)計(jì)說明書 2013年目 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。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。 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。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)。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。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。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。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。土壤凍結(jié)深度：。柱頂標(biāo)高：。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。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。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。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。 剖面圖廠房采光的效果直接關(guān)系到生產(chǎn)效率、產(chǎn)品質(zhì)量以及工人的勞動(dòng)衛(wèi)生條件，它是衡量廠房建筑質(zhì)量標(biāo)準(zhǔn)的一個(gè)重要因素。在兩山墻處各設(shè)置一個(gè)大門，在兩邊縱墻處也各設(shè)置兩個(gè)大門。屋面為不上人屋面，固將女兒墻設(shè)置成900mm高。 屋面排水示意圖 14立面設(shè)計(jì)本廠房采用左右兩跨非對(duì)稱式結(jié)構(gòu)，廠房前后也非對(duì)稱。標(biāo)高177。17建筑構(gòu)造設(shè)計(jì)因廠房內(nèi)地面無特殊要求，固采用水泥砂漿地面，其具體做法為:素土夯實(shí)60mm厚石灰爐渣墊層。70mm厚C10混凝土。. 4防潮層室內(nèi)地坪標(biāo)高與地圈梁頂面標(biāo)高一致，可將地圈梁兼做防潮層，起防潮作用。有兩種形式的窗，分別是自動(dòng)控制的中懸窗和平推窗。 因?yàn)殇摬牡淖畲笕觞c(diǎn)就是易銹蝕、不耐火，固應(yīng)對(duì)鋼材做防銹防火的措施。、預(yù)理件等，施上時(shí)應(yīng)與水、電、通風(fēng)等有關(guān)工種圖紙密切配合施工。 《輕型鋼結(jié)構(gòu)設(shè)計(jì)指南》第2版(實(shí)例與圖集) 《建筑結(jié)構(gòu)荷載設(shè)計(jì)手冊(cè)》第2版 《鋼結(jié)構(gòu)連接節(jié)點(diǎn)設(shè)計(jì)手冊(cè)》第2版。本車間主要為冷加工車間，采光要為二級(jí)，車間采用雙跨布置，無天窗，每個(gè)車間設(shè)置兩臺(tái)吊車，屋蓋系統(tǒng)采用輕鋼結(jié)構(gòu)屋架體系，圍護(hù)結(jié)構(gòu)采用保溫彩板。基礎(chǔ)采用柱下鋼筋混凝上獨(dú)立基礎(chǔ)，鋼筋采用熱軋HRB335級(jí)鋼筋，混凝上采用C30，基礎(chǔ)下100厚混凝上墊層采用C15。0. 000以上，混合砂漿)。故