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1、哈爾濱理工大學(xué)學(xué)士學(xué)位論文瀾天休閑娛樂(lè)中心設(shè)計(jì)摘要本次畢業(yè)設(shè)計(jì)是瀾天休閑娛樂(lè)中心設(shè)計(jì),為大跨空間結(jié)構(gòu),擬建在哈爾濱市區(qū)。本建筑要求能進(jìn)行游泳、水球花樣游泳比賽等水上休閑娛樂(lè)活動(dòng)。哈爾濱的土壤凍結(jié)深度為-2.0m,地勢(shì)平坦,場(chǎng)地土類(lèi)型為Ⅱ類(lèi),地面粗糙度類(lèi)別為C類(lèi),抗震設(shè)防烈度按7度考慮,比賽廳設(shè)寬21米、長(zhǎng)50米比賽廳一座。該設(shè)計(jì)其中包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。建筑設(shè)計(jì)部分依據(jù)公共建筑設(shè)計(jì)原理并參照體育休閑類(lèi)場(chǎng)館設(shè)計(jì)實(shí)例,通過(guò)查詢(xún)各種建筑設(shè)計(jì)資料集和相關(guān)規(guī)范,集合本次設(shè)計(jì)要求,對(duì)此次游泳館主體及輔助用房選擇合理的建筑方案。游泳館為矩形,長(zhǎng)74.4m
2、,寬48.0m,主體高14.6m。結(jié)構(gòu)設(shè)計(jì)部分包括網(wǎng)架設(shè)計(jì)、框架設(shè)計(jì)、基礎(chǔ)設(shè)計(jì)三部分。通過(guò)查閱相關(guān)資料與建筑規(guī)范,選擇相關(guān)材料,其中屋面板選用100mm厚的YXB45-500-1000型巖棉夾芯板;檁條采用冷彎薄壁卷邊槽鋼檁條。計(jì)算出相應(yīng)荷載,運(yùn)用MST建立網(wǎng)架模型圖,為正放抽空四角錐網(wǎng)架,得出各桿件、螺栓節(jié)點(diǎn)的數(shù)據(jù)及材料表,并據(jù)此得出網(wǎng)架的各部分用鋼量及網(wǎng)架的總用鋼量??蚣馨蚣苤O(shè)計(jì)與框架梁設(shè)計(jì)兩部分。選取具有代表性的一榀框架運(yùn)用SAP2000建立框架模型,提取各柱梁的軸力、彎矩與剪力的值,根據(jù)相關(guān)資料設(shè)計(jì)配筋。該設(shè)計(jì)基礎(chǔ)采用柱下階梯形獨(dú)立基
3、礎(chǔ),先確定基礎(chǔ)底面積,再進(jìn)行承載力驗(yàn)算與抗沖切驗(yàn)算,進(jìn)行手動(dòng)配筋。關(guān)鍵詞 大跨空間結(jié)構(gòu);正放抽空四角錐網(wǎng)架;框架;獨(dú)立基礎(chǔ)II哈爾濱理工大學(xué)學(xué)士學(xué)位論文GorgeousdayleisureentertainmentcenterdesignAbstractDaysentertainmentcenterthisgraduationdesignis"design,forthelong-spanspatialstructure,urbanlandinHarbin.Thisconstructionrequirementtoswimming,waterpolo
4、,synchronizedswimmingeventssuchaswaterentertainmentactivities.Harbinfrozensoildepthis2.0m,flattopography,soiltypeforⅡclass,groundroughnesscategoriesforC,seismicfortificationintensityof7,gamehallsetwidth21meters,50meterslongagamehall.Thisdesignincludingarchitecturedesignandstru
5、cturedesigntwoparts.Architecturaldesignpartonthebasisofpublicbuildingdesigntheoryandwithreferencetothesportsleisurevenuedesignasanexample,throughavarietyofarchitecturaldesigndatasetsandtherelevantspecification,setthedesignrequirements,totheswimmingpoolmainandauxiliaryselection
6、reasonableconstructionscheme.Swimmingpoolfortherectangular,74.4mlong,48.0mwide,14.6mhigh.Structuredesignpartincludesnetworkframedesign,frameworkdesignandfoundationdesignofthreeparts.Throughconsultingrelevantdataandbuildingcode,selecttherelevantmaterial,includingroofboardwith10
7、0mmthickYXB45-500-1000typerockwoolsandwichpanel;Purlineusingcoldbendingthin-walledgechannelsteelpurlin.Calculatethecorrespondingload,andusingtheMSTrackmodelfigure,asisputtofourpyramidgrids,itisconcludedthattherods,boltsnodedataandmateriallist,andthusmakesnetworkframeofthespati
8、algridsteelweightofthepartsandthetotalsteelquantity.Framework