簡介:摘要本文畢業(yè)設(shè)計主要講述了山東科技大學(xué)辦公樓的設(shè)計。設(shè)計的內(nèi)容包括建筑設(shè)計、結(jié)構(gòu)設(shè)計、施工組織設(shè)計三部分。畢業(yè)設(shè)計是土木工程專業(yè)的必修課程,我的設(shè)計是山東科技大學(xué)辦公樓設(shè)計,設(shè)計采用鋼筋混凝土工程現(xiàn)澆框架結(jié)構(gòu),建筑主體層數(shù)為四層,建筑總高度1365M,長方向的長度為36M,短方向的長度為18M,總建筑面積2592M2,底層占地面積為648M2。根據(jù)設(shè)計要求,設(shè)防烈度為6度,四級抗震,地震分組為第三組,設(shè)計中要考慮抗震設(shè)計。根據(jù)任務(wù)書定出各層平面圖及平面布置。本方案主體結(jié)構(gòu)為橫向承重框架。在進(jìn)行荷載計算和構(gòu)件截面估算后,選取了一榀框架進(jìn)行計算,計算內(nèi)容包括框架梁柱截面尺寸的選取及線剛度的計算;恒載、活載、地震作用、風(fēng)荷載作用下梁端、柱端彎矩、剪力軸力的計算;框架內(nèi)力組合;框架梁柱配筋計算??蚣苁芰︿摻钪饕捎肏RB400鋼筋,箍筋主要采用HRB300鋼筋,樓梯采用鋼筋混凝土梁式樓梯;由于柱網(wǎng)的限制,基礎(chǔ)采用鋼筋混凝土柱下獨立基礎(chǔ)。整個方案設(shè)計基本符合設(shè)計和結(jié)構(gòu)要求,具有一定的合理性。通過對辦公樓樓層平面圖、剖面圖、構(gòu)造圖的繪制和結(jié)構(gòu)的設(shè)計,熟悉了設(shè)計的全過程,掌握了結(jié)構(gòu)設(shè)計計算的基本方法,創(chuàng)造性的完成了畢業(yè)設(shè)計任務(wù)。同時,對這些年所學(xué)的專業(yè)知識和基本概念有了更深的理解,從而提高了分析和解決實際問題的能力。關(guān)鍵詞建筑設(shè)計,結(jié)構(gòu)設(shè)計,施工組織設(shè)計,荷載效應(yīng)建筑設(shè)計,結(jié)構(gòu)設(shè)計,施工組織設(shè)計,荷載效應(yīng)ABSTRACTTHEDESIGNPROJECTFORGRADUATIONMAINLYPRESENTSTHEDESIGNPROCEDUREOFOFFICE,INCLUDINGBUILDINGDESIGN,STRUCTIONDESIGNANDCONSTRUCTIONDESIGNDESIGNPROJECTFORGRADUATIONISSPECIALFIELDOFSTUDYREQUIREDCOURSEOFCIVILENGINEERINGITISTHATTHEOFFICEDESIGNSTOORIGINALLYDESIGNTHISSCHEMEADOPTSTHECASTINPLACEFRAMESTRUCTUREOFARMOREDCONCRETESTRUCTURERANDORDERISFOURLAYERSSTRUCTURETOTALHEIGHTIS1365METERANDSURFACEAREAIS2592SUQUAREMETER,THEFLOORSPACEOFGROUPFLOORIS648SUQUAREMETERACCORDINGTOTHEDESIGNINGREQUIREMENT,THEEARTHQUAKEINTENSITYIS6DEGREESTOSETUPDEFENCES,THEGRADEOFANTIDETONATIONISFOURGRADE,ANDTHEGROUPOFEARTHQUAKEISTHREE,CONSIDERINGASEIDMATICDESIGNDESIGNPROJECTINCLUDESSTRUCTUREPART、CONSTRUCTUREPARTANDFOUNDATION,ACCORDINGTOASSIGNMENTBOOKDEFINEEVERYLAYERBLUEPRLINEANDPLAREARRANGTHEAGENTSTRUCTUREISATWOWAYBEARINGFRAME,HORIZONTALFRAM,ETCACCORDINGTOTHEDESIGNINGREQUIREMENT,THEBIUUEPRINTSANDTHEPLANARESTEPPEDTHECROSSWISELOADBEARINGSCHEMEISCHOSENFORTHEDESIGNAFTERCALCULATINGANDCOMPONENTSECTIONESTIMATING,CHOOSEONEPINFRAMECALCULATETOLOADTOGOON,CONSIDERATIONSUBSTARECEINCLUDESELECTFRAMECOLUMNSECTIONMEASUREMENTANDTHREADRIGIDITYCALCULATEDEADLOADSANDLIVELOADSANDSEISMICACTIONPRODUCEROOFBEAMEXTREMITYANDCOLUMNEXTREMITYBENDINGMOMENT、SHEARANDAXLEPOWERFRAMEINTERRALFORCEMAKEUPMATESTEELSTAIRSMATESTEELANDFOUNDATIONMATESTEELCALCULATETHISOFFICEBUILDINGADOUPTLMODELARRAGNGEFRAMEBESUBJECTTOPOWERSTEELADOPTⅡLEVELANDHOOPSTEELADOPTⅠLEVELTHEWHOLECONCEPTUALDESIGNACCORDSWITHTHEDESIGNANDSTRUCTUREDEMANDBASICALLY,HAVECERTAINCREATIVITYANDRATIONALITYTHROUGHTHEDESIGNOFMARKETFLOORCONSTRUCTION,ANDDRAWINGFLOORPLAN,CONSTRUCTEDPROFILEANDCONSTRUCTIONALDRAWING,IAMFAMILIARWITHTHEPRINCIPLEDESIGNOFCONSTRUCTION,ANDCONTROLLEDTHEBASICMETHODSOFCOMPUTATIONOFTHECONSTRUCTIONDESIGN,ANDMYWORKISCREATIVEATTHESAMETIME,IHAVEADEEPERUNDERSTANDINGOFTHEFIRSTSEVERALYEARS’PROFESSIONLEARNINGANDTHEFOUNDATIONKNOWLEDGE,ASARESULT,MYABILITYTHATANALYZINGANDSOLVINGTHEACTUALPROBLEMSISINCREASEDKEYWORDSARCHITECTURALDESIGN,STRUCTURALDESIGN,CONSTRUCTIONORGANIZASIONPLAN,COMPUTATIONCONCEPTDESIGNCONSTRUCTIONDESIGN
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上傳時間:2024-03-16
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