鋼結(jié)構(gòu)廠房全套畢業(yè)設(shè)計(jì)（全套建筑圖、結(jié)構(gòu)圖、計(jì)算書）

鋼結(jié)構(gòu)廠房全套畢業(yè)設(shè)計(jì)（全套建筑圖、結(jié)構(gòu)圖、計(jì)算書）,鋼結(jié)構(gòu)廠房,全套,畢業(yè)設(shè)計(jì),建筑,結(jié)構(gòu)圖,計(jì)算 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 安徽工業(yè)大學(xué) 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 六安先鋒鋼構(gòu)公司輕鋼結(jié)構(gòu)廠房設(shè)計(jì) 摘　　要 本設(shè)計(jì)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(shè)有一臺(tái)10噸、A3級(jí)橋式吊車。設(shè)計(jì)主要依據(jù)《鋼結(jié)構(gòu)設(shè)計(jì)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(guó)家規(guī)范。確定剛架平面布置后，先進(jìn)行各種的荷載標(biāo)準(zhǔn)值計(jì)算，利用PKPM軟件估算選梁、柱截面進(jìn)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(chǔ)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(yàn)算了其平面內(nèi)外的穩(wěn)定性。梁柱均采用Q235鋼，8.8級(jí)和10.9級(jí)摩擦型高強(qiáng)螺栓連接，局部焊接采用E43型焊條。在計(jì)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(jì)算。此外還進(jìn)行了地基基礎(chǔ)的計(jì)算，由于廠房處的地質(zhì)條件較好，故采用了安全的柱下獨(dú)立基礎(chǔ)的設(shè)計(jì)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(jì)算，及繪制了建筑和結(jié)構(gòu)施工圖紙。 關(guān)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(dú)立基礎(chǔ) 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(xué) 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 第 3 頁