簡(jiǎn)介:摘要本文畢業(yè)設(shè)計(jì)主要講述了山東科技大學(xué)辦公樓的設(shè)計(jì)。設(shè)計(jì)的內(nèi)容包括建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)、施工組織設(shè)計(jì)三部分。畢業(yè)設(shè)計(jì)是土木工程專業(yè)的必修課程,我的設(shè)計(jì)是山東科技大學(xué)辦公樓設(shè)計(jì),設(shè)計(jì)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(zhǎng)方向的長(zhǎng)度為36M,短方向的長(zhǎng)度為18M,總建筑面積2592M2,底層占地面積為648M2。根據(jù)設(shè)計(jì)要求,設(shè)防烈度為6度,四級(jí)抗震,地震分組為第三組,設(shè)計(jì)中要考慮抗震設(shè)計(jì)。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(jì)算和構(gòu)件截面估算后,選取了一榀框架進(jìn)行計(jì)算,計(jì)算內(nèi)容包括框架梁柱截面尺寸的選取及線剛度的計(jì)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(jì)算;框架內(nèi)力組合;框架梁柱配筋計(jì)算。框架受力鋼筋主要采用HRB400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(dú)立基礎(chǔ)。整個(gè)方案設(shè)計(jì)基本符合設(shè)計(jì)和結(jié)構(gòu)要求,具有一定的合理性。通過(guò)對(duì)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(jì),熟悉了設(shè)計(jì)的全過(guò)程,掌握了結(jié)構(gòu)設(shè)計(jì)計(jì)算的基本方法,創(chuàng)造性的完成了畢業(yè)設(shè)計(jì)任務(wù)。同時(shí),對(duì)這些年所學(xué)的專業(yè)知識(shí)和基本概念有了更深的理解,從而提高了分析和解決實(shí)際問(wèn)題的能力。關(guān)鍵詞建筑設(shè)計(jì),結(jié)構(gòu)設(shè)計(jì),施工組織設(shè)計(jì),荷載效應(yīng)建筑設(shè)計(jì),結(jié)構(gòu)設(shè)計(jì),施工組織設(shè)計(jì),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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