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1、瀾天休閑娛樂中心設(shè)計(jì)摘要本次畢業(yè)設(shè)計(jì)是瀾天休閑娛樂中心設(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活動。哈爾濱的土壤凍結(jié)深度為-2.0m，地勢平坦，場地土類型為Ⅱ類，地面粗糙度類別為C類，抗震設(shè)防烈度按7度考慮，比賽廳設(shè)寬21米、長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場館設(shè)計(jì)實(shí)例，通過查詢各種建筑設(shè)計(jì)資料集和相關(guān)規(guī)范，集合本次設(shè)計(jì)要求，對此次游泳館主體及輔助用房選擇合理的建筑方案。游泳館
2、為矩形，長74.4m，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
3、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)GorgeousdayleisureentertainmentcenterdesignAbstractDaysentertainmentcenterthisgraduationdesignis"design,forthelong-spanspatialstructure,urbanlandinHarbin.Thisco
4、nstructionrequirementtoswimming,waterpolo,synchronizedswimmingeventssuchaswaterentertainmentactivities.Harbinfrozensoildepthis2.0m,flattopography,soiltypeforⅡclass,groundroughnesscategoriesforC,seismicfortificationintensityof7,gamehallsetwidth21meters,50
5、meterslongagamehall.Thisdesignincludingarchitecturedesignandstructuredesigntwoparts.Architecturaldesignpartonthebasisofpublicbuildingdesigntheoryandwithreferencetothesportsleisurevenuedesignasanexample,throughavarietyofarchitecturaldesigndatasetsandthere
6、levantspecification,setthedesignrequirements,totheswimmingpoolmainandauxiliaryselectionreasonableconstructionscheme.Swimmingpoolfortherectangular,74.4mlong,48.0mwide,14.6mhigh.Structuredesignpartincludesnetworkframedesign,frameworkdesignandfoundationdesi
7、gnofthreeparts.Throughconsultingrelevantdataandbuildingcode,selecttherelevantmaterial,includingroofboardwith100mmthickYXB45-500-1000typerockwoolsandwichpanel;Purlineusingcoldbendingthin-walledgechannelsteelpurlin.Calculatethecorrespondingload,andusingthe
8、MSTrackmodelfigure,asisputtofourpyramidgrids,itisconcludedthattherods,boltsnodedataandmateriallist,andthusmakesnetworkframeofthespatialgridsteelweightofthepartsandthetotalsteelquantity.Frameworkincludingthedesignofframecol
