辦公樓畢業(yè)設(shè)計(jì)

辦公樓畢業(yè)設(shè)計(jì)【篇一：某綜合辦公樓設(shè)計(jì)(畢業(yè)設(shè)計(jì))】畢業(yè)設(shè)計(jì)設(shè)計(jì)題目：某綜合辦公樓設(shè)計(jì)姓名學(xué)號(hào)院（系）土木工程與建筑學(xué)院專(zhuān)業(yè)土木工程指導(dǎo)教師5月26日摘要本工程是位于某市中天街西段的某綜合辦公樓，采用框架構(gòu)造，主體構(gòu)造七層，本地區(qū)抗震設(shè)防烈度為7度，場(chǎng)地類(lèi)別為二類(lèi)場(chǎng)地。夏季主導(dǎo)風(fēng)向?yàn)闁|南風(fēng)，冬季為北風(fēng)，基本風(fēng)壓0.5kn/m2?；狙?.25kn/m2。樓﹑屋蓋均采用現(xiàn)澆鋼筋混凝土構(gòu)造。本設(shè)計(jì)貫徹“實(shí)用、安全、經(jīng)濟(jì)、美觀”的設(shè)計(jì)原則。按照建筑設(shè)計(jì)規(guī)范，認(rèn)真考慮影響設(shè)計(jì)的各項(xiàng)因素。本設(shè)計(jì)重要內(nèi)容為手算選用了構(gòu)造方案中橫向框架第5軸構(gòu)造設(shè)計(jì)。在擬定框架布局之后，先計(jì)算豎向荷載（恒載及活荷載）和風(fēng)荷載作用下的構(gòu)造內(nèi)力。然后進(jìn)行了重力荷載代表值的計(jì)算，接著運(yùn)用能量法求出自振周期，進(jìn)而按底部剪力法計(jì)算水平地震荷載作用，進(jìn)而求出地震作用下的構(gòu)造內(nèi)力（彎矩、剪力、軸力）。找出最不利的一組或幾組內(nèi)力組合。選用其中最不利的成果計(jì)算配筋并繪圖。另外還進(jìn)行了構(gòu)造方案中的室內(nèi)樓梯的設(shè)計(jì)，完畢了平臺(tái)板、梯段板、平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制。對(duì)樓板進(jìn)行了配筋計(jì)算。本設(shè)計(jì)采用獨(dú)立基礎(chǔ)，對(duì)基礎(chǔ)進(jìn)行了受力和配筋計(jì)算。整個(gè)構(gòu)造在設(shè)計(jì)過(guò)程中，嚴(yán)格遵照現(xiàn)行的國(guó)標(biāo)規(guī)范，對(duì)設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn)行綜合全方面的科學(xué)性考慮?？傊?，安全、合用、經(jīng)濟(jì)、方便是本設(shè)計(jì)的原則。核心詞：框架構(gòu)造，抗震設(shè)計(jì)，荷載計(jì)算，內(nèi)力計(jì)算，計(jì)算配筋iabstracttheprojectislocatedinthewesternsectionofacityzhongtianstreetofficebuilding,usingtheframestructure,themainstructureofsevenstoreys,theregionseismicintensityof7degrees,siteclassificationassecond-classvenue.dominantwinddirectionissoutheastwindinsummerandwinterfromthenorth;thebasicwindpressureis0.5kn/m2.basicsnowpressureis0.25kn/m2.thefloorandtheroofaremadeofcast-in-placereinforcedconcretestructure.theprincipleispractical,safe,economic,andaesthetic.inaccordancewiththearchitecturaldesignspecifications,carefullyconsiderthevariousfactorsaffectingthedesign.thedesignofthemaincontentswascalculatingthestructurefortheprogram5thaxistransverseframestructuredesignbyhand.indeterminingtheframelayout,firstcalculatetheverticalloads(deadloadandliveload)andwindloadsofstructuralforces.thencalculatethegravityloadrepresentativevalue,thencalculatethevibrationperiodbyusingtheenergymethod,andthencalculatethehorizontalseismicloadbyusingthebaseshearmethod,andthenfindthestructureunderseismicforces(bendingmoment,shear,andaxialforce).identifythemostunfavorableforceofagrouporseveralgroupsofforcecombinations.selectoneofthemostunfavorableresultscalculatedreinforcementanddrawing.inaddition,thestructureoftheprogramcarriedoutintheinteriorstaircasedesign,completionoftheplatformboard,benchboards,beamsandothercomponentsoftheforceplatformandreinforcementcalculationandconstructiondrawings.reinforcementcalculationcarriedoutonthefloor.thisfoundationdesignusesindependentfoundation,carriedoutonthebasisoftheforceandreinforcement.inthedesignprocessthewholestructure,strictcompliancewithexistingnationalstandards,allaspectsofthedesignofcomprehensivescientificconsiderations.inshort,safe,suitable,economicalandconvenientisthedesignprinciple.keywords:framestructure,seismicdesign，loadcalculation，internalforcecalculation，calculationreinforcementⅡ目錄【篇二：土木工程畢業(yè)設(shè)計(jì)辦公樓設(shè)計(jì)】目錄摘要....................................................................................................iiiabstract.........................................................................................iv1前言.................................................................................................v2建筑設(shè)計(jì)......................................................................................22.1建筑概況..........................................................................................................................22.2采光、通風(fēng)、防火設(shè)計(jì)..................................................................................................22.3建筑細(xì)部設(shè)計(jì)..................................................................................................................22.4方案構(gòu)思......................................................................................................................22.5設(shè)計(jì)過(guò)程......................................................................................................................32.6建筑做法..........................................................................................................................33結(jié)構(gòu)設(shè)計(jì)......................................................................................33.1構(gòu)造選型布置及計(jì)算簡(jiǎn)圖..............................................................................................43.1.1．構(gòu)造選型................................................................................................................43.1.2．柱網(wǎng)布置................................................................................................................43.1.3．梁板柱的截面尺寸................................................................................................43.1.4.計(jì)算簡(jiǎn)圖...................................................................................................................53.2荷載計(jì)算..........................................................................................................................63.2.1．恒荷載計(jì)算............................................................................................................63.2.2活荷載計(jì)算.............................................................................................................123.2.3.風(fēng)荷載計(jì)算.............................................................................................................143.3.內(nèi)力計(jì)算........................................................................................................................153.3.1風(fēng)荷載作用下的內(nèi)力計(jì)算及側(cè)移驗(yàn)算.................................................................153.3.1.1柱的側(cè)移剛度計(jì)算過(guò)程以下..............................................................................153.3.2.活荷載作用下的框架內(nèi)力分析.............................................................................203.3.3.恒荷載作用下的內(nèi)力分析.....................................................................................263.5.截面設(shè)計(jì)........................................................................................................................353.5.1框架梁...................................................................................................................353.5.2.框架柱.....................................................................................................................443.5.3．樓梯的計(jì)算..........................................................................................................493.5.4．板的計(jì)算..............................................................................................................523.5.5．基礎(chǔ)設(shè)計(jì)..............................................................................................................574施工設(shè)計(jì)....................................................................................634.1工程概況........................................................................................................................634.1.1總體概況.................................................................................................................634.1.2建筑設(shè)計(jì).................................................................................................................634.1.3構(gòu)造設(shè)計(jì).................................................................................................................644.2施工布署........................................................................................................................654.2.1總體布署.................................................................................................................654.2.2工程的管理組織.....................................................................................................654.3施工準(zhǔn)備........................................................................................................................664.4施工次序........................................................................................................................664.4.1施工原則.................................................................................................................664.4.2基礎(chǔ)工程施工次序.................................................................................................664.4.3主體工程施工次序.................................................................................................674.4.4屋面工程施工次序.................................................................................................674.5分項(xiàng)工程施工技術(shù)及參數(shù)............................................................................................674.5.1土方與基礎(chǔ)工程施工方案.....................................................................................674.5.2主體構(gòu)造施工方案.................................................................................................724.5.3重要裝飾工程施工方案.........................................................................................824.6施工進(jìn)度計(jì)劃................................................................................................................864.7重要機(jī)具表....................................................................................................................874.8施工平面圖布置............................................................................................................874.8.1施工平面圖布置原則.............................................................................................874.9施工方法........................................................................................................................884.9.1安全技術(shù)方法.........................................................................................................894.9.2文明施工方法.........................................................................................................914.9.3雨季施工方法.........................................................................................................92謝辭....................................................................................................96參考文獻(xiàn).............................................................錯(cuò)誤！未定義書(shū)簽。摘要本文為山東銀座物流園辦公樓設(shè)計(jì)計(jì)算書(shū)。該樓建筑面積4000m2左右，根據(jù)建筑設(shè)計(jì)、抗震方面等的規(guī)定，擬定合理的構(gòu)造方案和構(gòu)造布置方案，擬定框架、基礎(chǔ)的形式。根據(jù)規(guī)定采用了鋼筋混凝土構(gòu)造。本設(shè)計(jì)中選用一榀主框架以及一層樓板進(jìn)行截面設(shè)計(jì)及配筋計(jì)算。首先根據(jù)框架布局?jǐn)M定各構(gòu)件尺寸，進(jìn)行恒載、活載及風(fēng)荷載的統(tǒng)計(jì)。然后再進(jìn)行豎向荷載作用下的構(gòu)造內(nèi)力計(jì)算，水平荷載采用d值法進(jìn)行計(jì)算。之后進(jìn)行內(nèi)力組合分析，找出最不利的一組內(nèi)力，進(jìn)行構(gòu)件計(jì)算。樓板采用彈性理論設(shè)計(jì)，并進(jìn)行柱下獨(dú)立基礎(chǔ)的配筋設(shè)計(jì)。除此之外，還進(jìn)行了樓梯的設(shè)計(jì)計(jì)算。最后，根據(jù)計(jì)算成果，按攝影應(yīng)的構(gòu)造規(guī)定，繪制了構(gòu)造施工圖，并寫(xiě)出了對(duì)應(yīng)的設(shè)計(jì)闡明。本設(shè)計(jì)的特點(diǎn)之一，運(yùn)用了大學(xué)四年所學(xué)過(guò)的諸多理論，計(jì)算中多個(gè)計(jì)算辦法得到體現(xiàn)，如d值法，彎矩分派法，分層法等，使自己掌握了多方面的知識(shí)。核心詞：框架；框架設(shè)計(jì)；內(nèi)力designationforaofficebuilding（schemethree）abstractabuildingofofficewasdesignedinthispaper.thebuildingareaisabout4000m2.accordingtotheofficedesignandtheearthquakeresistance,thereasonablestructuralschemeandstructuralfoundationplanwasdetermined.onelateralframeandslabwasselectedandcalculated.first,depthandwidthofsectionsweredetermined,anddeadload,liveload,windloadweredetermined.thentheinternalforcesofthestructureunderverticalloadwerecalculated.thed-methodwasusedforcaculatingthewindload.afterthecombinationofinternalforces,themo