鋼結(jié)構(gòu)廠房全套畢業(yè)設計（全套建筑圖、結(jié)構(gòu)圖、計算書）,鋼結(jié)構(gòu)廠房,全套,畢業(yè)設計,建筑,結(jié)構(gòu)圖,計算 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 安徽工業(yè)大學 畢業(yè)設計（論文）報告紙 六安先鋒鋼構(gòu)公司輕鋼結(jié)構(gòu)廠房設計 摘　　要 本設計是單層雙跨輕鋼結(jié)構(gòu)工業(yè)廠房，采用門式剛架結(jié)構(gòu)：每跨18米，每跨中都設有一臺10噸、A3級橋式吊車。設計主要依據(jù)《鋼結(jié)構(gòu)設計規(guī)范》（GB50017—2003）和《門式剛架輕型房屋鋼結(jié)構(gòu)技術(shù)規(guī)程》（CECS102：2002）等國家規(guī)范。確定剛架平面布置后，先進行各種的荷載標準值計算，利用PKPM軟件估算選梁、柱截面進行內(nèi)力分析及組合，忽略地震荷載等因素的影響。在此基礎上確定梁、柱的截面，并且利用位移法求出在荷載組合作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力），驗算了其平面內(nèi)外的穩(wěn)定性。梁柱均采用Q235鋼，8.8級和10.9級摩擦型高強螺栓連接，局部焊接采用E43型焊條。在計算內(nèi)力組合中，只選用了一種最不利的組合，最安全的結(jié)果計算。此外還進行了地基基礎的計算，由于廠房處的地質(zhì)條件較好，故采用了安全的柱下獨立基礎的設計方案。完成了梁、柱和房屋墻面檁條等構(gòu)件的內(nèi)力和截面的計算，及繪制了建筑和結(jié)構(gòu)施工圖紙。 關鍵詞：輕型鋼結(jié)構(gòu)、門式剛架、橋式吊車、內(nèi)力分析、位移法 、獨立基礎 Design to light steel structural building of Lu An Abstract The design to the industrial factory building of steel construction adopts portal frame structure: Each span is 18 m and consists of 10 tons ,bridge type crane of A3 grade.The design is mainly according to the criterion of “CODE ROR DESIGN OF STEEL STRUCTURES” （GB50017—2003）and “TECHNICAL SPECIFICATION FOR STEEL STRUCTURE OF LIGHT-WEIGHT BUILDINGS WITH GABLE FRAMES”（CECS102：2002）etc. After decided the plane arrangement of frame,representative value of load is first caculated. The internal force is analyzed and combined in PKPM so as to choose the section of beam and column and neglectes the factor that earthquake is on the influence of loading etc. Based on these analysis, the section of beam and columniation is decided. Then the vibrate cycle is calculated by the peak-displacement method for structural internal force (bending moment,shearing force and axial force ). Next, checking stability of the plane structure. The steel beam and column employs Q235 carbon structural steel. Connection bolts are high strength of friction type with behavioral grade 8.8 and 10.9. Rod for manual welding usually adopts E43. And during calculate the internal force , a kind of most unfavorable association have been only selected,fetch the safest result to calculate. In addition, foundation of the ground has been caculated.Because the geological condition of the place of factory building is better, the design plan is adopted on the individual footing under the post. Having finished the roof beam , internal force and the section of members have been caculated . Finally draw the building and structure. Key Words：Light-weight steel structures、portal frame、bridge type crane、the internal force analyzes、utilizing the peak-displacement method、individual footing 安徽工業(yè)大學 畢業(yè)設計（論文）報告紙 第 3 頁