南京青奥会会议中心方案

ENGINEERINGLANDSCAPEARCHITECTUREARCHITECTURALLIGHTINGTHEATREENGINEERING&ACOUSTICSQUANTITYSURVEYORSTEAM3CONCEPT建筑概念纪念标志物滨河公园广场入口和基础设施建筑综合体会议中心办公综合体塔楼酒店CBD扩展计划及城市背景附录&顾问报告顾问报告：桥梁结构顾问报告：结构顾问报告：设备管道-可持续性顾问报告：立面顾问报告：交通ARCHITECTURECONCEPTTHEMONUMENTTHERIVERSIDEPARKTHEPLAZAACCESSANDINFRASTRUCTUREBUILDINGCOMPLEXTHECONFERENCECENTRETHEOFFICECOMPLEXTHETOWERHOTELTHEWIDERCBDSCHEMEANDURBANCONTEXTCONSULTANTSREPORTSBRIDGESTRUCTURESTRUCTUREMEP–SUSTAINABILITYFACADESTRANSPORT南京水路网NanjingWaternetwork南京公众绿化NanjingPublicGreen南京高速路NanjingFreeway公众绿化PUBLICGREEN城市功能URBANFUNCTIONS城市功能URBANFUNCTIONSCITY<->LANDSCAPEYOCATTHEGATEWAYTOTHEGREENBRINGSTOGETHERWORK,RECREATIONANDLEISUREBRINGSTOGETHERPROGRESSANDHISTORY多期发发展的的单一一线概概念Singlethreadideaforphasing凸显南南京制制线历历史的的纪念念性地标标，与自然和现代代发展展的紧紧密关关系MonumenttohighlightNanjing’shistoryofthread-making,closerelationtonatureanditsdriveformodernity.多期发发展的的单一一线概概念Singlethreadideaforphasing凸显南南京制制线历历史的的纪念念性地标标，与自然和现代代发展展的紧紧密关关系MonumenttohighlightNanjing’shistoryofthread-making,closerelationtonatureanditsdriveformodernity.SUSTAINABILITYSustainability可持续续发展展Sustainability可持续续发展展MASTERPLAN滨河公公园东东北鸟鸟瞰NORTH-EASTAERIALVIEWWITHRIVERFRONTPARK滨河公公园东东北鸟鸟瞰NORTH-EASTAERIALVIEWWITHRIVERFRONTPARK滨河公公园东东北鸟鸟瞰NORTH-EASTAERIALVIEWWITHRIVERFRONTPARK滨河公公园东东北鸟鸟瞰NORTH-EASTAERIALVIEWWITHRIVERFRONTPARK西北鸟鸟瞰NORTH-WESTAERIALVIEW基地长长截面面SITELONGSECTION从江心洲视视角VIEWFROMTHERIVERISLANDSITEACCESSANDORGANIZATION基地总体交交通图示SITEOVERALLCIRCULATIONDIAGRAM基地落客区区域图示SITEDROP-OFFACCESSDIAGRAMOfficeDropOff-LowerGroundFloor办公落客区区HotelEntrancefromrear广场办公入入口VIPEntranceandDrop–OffVIP入口和落客客区YOCEntrancefromPlaza广场青奥中中心入口NanjingYOC––TransportConcept南京青奥中中心–交通设想ProposedChangestoHighways对外公路InordertoenhanceafeelingofpedestrianpriorityandmaximisetheconnectivityoftheYOCandYouthOlympicVillage(YOV)sites,itisrecommendedthatallthroughtrafficbedivertedfromthesite.ThisisproposedtobedonethroughthediversionofJiangshanStreetwithintwohighwaystunnels,whichwillpassunderthesiteandcontinueundertheYangtzeRiver,andtheremovalofaccesstoRiversideAvenuefromJiangshanStreet,withaccessinsteadbeingprovidedfromthehighwaystotheeastandwestofthesite,onShuangzhaRoadandHexiStreet.ThisremovalofthroughtrafficwouldsignificantlyenhancethesecurityandtranquillityofthesiteandallowforabetterconnectionbetweentheYOVandYOCfacilities.青奥中心（（YOC）位于南京京市区西南南部河西新新城区的总总体规划区区内。它位位于滨江大大道和燕山山路之间，，是沿江山山大街方向向的青奥轴轴线的北部部枢纽。建议的公路路变动为了增强行行人优先的的氛围并尽尽可能增加加YOC与青奥村（（YOV）之间的连连通性，建建议分流所所有直通车车流。建议将江山山大街的车车流分流至至从地下经经过青奥中中心和长江江的两条隧隧道，封闭闭江山大道道进入滨江江大道的入入口，转而而开通双闸闸路和河西西大街至青青奥中心东东侧和西侧侧的入口，，以实现分分流目标。。取消直通车车流将使青青奥中心周周边更为安安全和安静静，并使YOV和YOC设施之间的的交通更为为方便。ProposedChangestoHighways对外公路InordertoenhanceafeelingofpedestrianpriorityandmaximisetheconnectivityoftheYOCandYouthOlympicVillage(YOV)sites,itisrecommendedthatallthroughtrafficbedivertedfromthesite.ThisisproposedtobedonethroughthediversionofJiangshanStreetwithintwohighwaystunnels,whichwillpassunderthesiteandcontinueundertheYangtzeRiver,andtheremovalofaccesstoRiversideAvenuefromJiangshanStreet,withaccessinsteadbeingprovidedfromthehighwaystotheeastandwestofthesite,onShuangzhaRoadandHexiStreet.ThisremovalofthroughtrafficwouldsignificantlyenhancethesecurityandtranquillityofthesiteandallowforabetterconnectionbetweentheYOVandYOCfacilities.青奥中心（（YOC）位于南京京市区西南南部河西新新城区的总总体规划区区内。它位位于滨江大大道和燕山山路之间，，是沿江山山大街方向向的青奥轴轴线的北部部枢纽。建议的公路路变动为了增强行行人优先的的氛围并尽尽可能增加加YOC与青奥村（（YOV）之间的连连通性，建建议分流所所有直通车车流。建议将江山山大街的车车流分流至至从地下经经过青奥中中心和长江江的两条隧隧道，封闭闭江山大道道进入滨江江大道的入入口，转而而开通双闸闸路和河西西大街至青青奥中心东东侧和西侧侧的入口，，以实现分分流目标。。取消直通车车流将使青青奥中心周周边更为安安全和安静静，并使YOV和YOC设施之间的的交通更为为方便。CentralTransportInterchange中央交通转转车站及广广场BasementParkingandServiceYards地下停车场场和服务区区TOWERFormedbyForces由力场塑造造的形体稳定的水平平向桥梁和和轻盈的竖竖向高层塔塔楼Stablehorizontalbridgeandlightverticaltower南立面SOUTHELEVATION避难层图示示RESCUEFLOORDIAGRAM塔楼功能分分区图示TOWERPROGRAMDIAGRAM塔楼地面层层平面图+0.00mTOWERGROUNDFLOORPLAN+0.00m办公楼层+74.8MOFFICEFLOOR+74.8M办公楼层+144.5MOFFICEFLOOR+144.5M空中大厅SKYLOBBY+202M酒店空中大大堂室内HOTELSKYLOBBYINTERIORVIEW酒店空中大大堂室内HOTELSKYLOBBYINTERIORVIEW酒店楼层+307.7MHOTELFLOOR+307.7M塔楼截面CCTOWERSECTIONCCThelowerpartofthetowerisconstructedfromconcreteusingthebladewallsbracedbacktothecoreasthestabilityelements.Thecoreitselfisconstantthroughtheheightofthebuildingandisusedtoprovidestabilityintheconstructioncondition.Atthepointatwhichtheofficebridgemeetsthetowerasteelbracedframeisintroducedwhichmatchesthepatternofthenonstructuralfaçade.Thisdiagridstructureprovidesthelateralstabilityforthatportionofthebuildingandistiedintothecorethroughthediaphragmfloorplates.Diagridelementswillbeconstructedfromfabricatedboxsections.Thesecondaryforcescreatedbythenodesnotliningupwillbetakenoutinthefloorplates.楼体的下部是是用混凝土建建造的，使用用由刃壁支撑撑的中心体作作为稳定性构构件。该中心心体沿着建筑筑高度方向保保持不变，用用于在施工中中保持稳定。。在办公室天桥桥与楼体结合合处，使用了了与非结构性性外观相匹配配的钢支撑框框架。这种斜斜肋构架结构构为该部分建建筑物提供了了横向稳定性性，并通过分分层楼板连接接到楼体中心心。斜肋构架架构件将由焊焊接的方形管管构成。楼板板中节点所产产生的二次力力将被导出。。TowerStructure楼体结构Attheupperportionofthetowerthefaççadeelementsturntoaverticalorientationthereforethestabilityisprovidedthroughtrussoutriggersatthetransferfloorstyingtothestructuralverticalelementsandconnectedtothecentralcore.在办公室天桥桥与楼体结合合处，使用了了与非结构性性外观相匹配配的钢支撑框框架。这种斜斜肋构架结构构为该部分建建筑物提供了了横向稳定性性，并通过分分层楼板连接接到楼体中心心。斜肋构架架构件将由焊焊接的方形管管构成。楼板板中节点所产产生的二次力力将被导出。。TowerStructure楼体结构Attheupperportionofthetowerthefaççadeelementsturntoaverticalorientationthereforethestabilityisprovidedthroughtrussoutriggersatthetransferfloorstyingtothestructuralverticalelementsandconnectedtothecentralcore.在办公室天桥桥与楼体结合合处，使用了了与非结构性性外观相匹配配的钢支撑框框架。这种斜斜肋构架结构构为该部分建建筑物提供了了横向稳定性性，并通过分分层楼板连接接到楼体中心心。斜肋构架架构件将由焊焊接的方形管管构成。楼板板中节点所产产生的二次力力将被导出。。TowerStructure楼体结构Floorplatesintheofficestructurewillconsistofupto15mspancolumnfreespace.Thiswillbeachievedusingdeepcompositesteelbeamsspanningfromcoretoperimeterwhichwillallowtheservicestopassthroughvoidsintheweb,minimisingtheoveralldepthofafloorplate.Theacousticseparationandupperfireprotectionareprovidedbytheconcreteslab.Fireprotectiontothebeamsandcolumnswillbeusingintumescentpaint.Floorplatesforthehotelstructuresasgovernedbytheneedforfullyflexibleservicesdistributiononthesoffitandforathickenoughconcreteslabtopreventthetransferofnoiseverticallybetweenrooms.Thishasbeenachievedthroughshallowasymmetricbeamstominimisetheoverallfloordepth.Thisprovidesacousticandfireseparation.Fireprotectionwillbeachievedusingintumescentpaint.办公室结构中中的楼板将由由跨度长达15米的无柱空间间构成。这将将通过使用跨跨度从楼体中中心到楼体边边缘的深层复复合钢梁来实实现，这些钢钢梁可以穿过过腹板空隙以以尽可能减小小楼板的整体体高度。混凝凝土板可以提提供隔音和防防火功能。可可以使用膨胀胀油漆对梁和和柱进行防火火处理。天花板底面上上完全灵活的的服务功能分分布以及使用用足够厚的混混凝土板以防防止噪音在房房间之间垂直直传播，这两两点决定了酒酒店结构的楼楼板。通过薄薄非对称梁可可以实现这一一点，以尽量量减少楼板的的总厚度。这这提供了隔音音和隔火功能能。使用膨胀胀油漆可以实实现防火功能能。TowerStructure楼体结构垂直交通图示示VERTICALCIRCULATIONDIAGRAMWithoutaDistrictHeatingnetworkacombinedheatandpower(CHP)plantwouldbeaprofitablesolution.AbsorptionchillerscomplimentthewatercooledchillersusingheatrejectedfromtheCHPsystemimprovingoverallsystemefficiency.TheCHPsystemwillalsobeabletoprovidedomestichotwater.Acentralisedcoolingsystemwithatenantchargeisrecommendedtoensuremaximumefficiency,incorporatingacentralbuildingmanagementsystemtomonitorandcontrol.Aprovisionalloadprofileforthepeakdesigndayhasbeenproduced.Theloadprofileshowsahighpeakthroughthemiddleofdayduetoincreasedsolarandventilationloads.Significantenergysavingscanbesavedthroughtheuseofthermalstoragetoreducethepeakoftheloadprofileanddistributethedemandthroughouttheday.如果没有集中中供热网络，，热电联产（（CHP）电厂将是一一个有利方案案。吸收式冷却装装置利用CHP系统排出的热热量作为水冷冷式冷却装置置的补充，以以提高整体系系统效率。CHP系统还可以提提供生活热水水。建议采用收取取房客费用的的集中式冷却却系统以确保保最高的效率率，并将其纳纳入集中式建建筑物管理系系统进行监测测和控制。生生成了高峰期期临时负荷曲曲线。该负荷曲线显显示由于太阳阳能和通风负负荷增加导致致每天中午存存在一个峰值值。可以通过使用用蓄热装置降降低负荷以及及均衡一天的的需求来大量量节约能源。。HeatingandCoolingSystems楼体结构从扬子江大道道方向看青奥奥中心主要公公众入口YOCMAINPUBLICENTRANCEFROMRIVERSIDEAVENUEThetowerandbasebuildingisdividedintothethreefollowingfacadetypes.UnitisedSystemforTower:Aunitisedaluminiumframedcurtainwallsystemwhichhangsoffthefloorslabisthemosteconomicalwaytocladatower.Thehighrepetitionandinterlockingjointsallowsfastinstallationandhighweatherperformance.Theinfillpanelswillbeglassoropaquedependingonthearchitecturalpattern.Opaquepanelswillaccentuatethesuperstructureandprovidethermalinsulationandsolarshading.StickSystemforRoof:Asticksystemsteelframewillsupportskylightglazingoropaquepanelsatthetowerbase.Thissystemcaneasilyintegrateintothetowerunitisedsystemandprovideacontinuoussurface.塔楼和底部建建筑的外墙分分为以下三种种类型。塔楼的单元化化系统：覆盖盖塔楼最经济济的方式是使使用挂在楼板板上的单元化化铝框玻璃幕幕墙系统。高高重复和互锁锁接头可实现现快速安装和和高耐候性能能。根据建筑筑格局，可使使用玻璃或不不透明材料制制成的填充板板。不透明面面板将强化上上层结构，并并提供隔热和和遮阳功能。。屋顶的直料系系统：直料系系统钢框架可可在塔楼底部部支撑玻璃天天窗或不透明明面板。可以以很方便地将将该系统纳入入塔楼的单元元化系统，并并提供连续表表面。FaçadesConcept外墙设想CONFERENCECENTRE青奥中心VIP入口YOCVIPENTRANCE青奥中心平面面图+0.00m层YOCPLANLEVEL+0.00m青奥中心公共共大堂YOCPUBLICLOBBY大会堂室内舞舞台效果MAINHALLINTERIORVIEWTOWARDSTHESTAGE青奥中心截面面AAYOCSECTIONAA鸟瞰AERIALVIEWThestructurefortheconventioncentrewillbebasedaroundtheconcreteboxforthemainhall,andthe3coreswhichspringformgroundlevel.Theconcretewallsthatformtheperimeteroftheconferencehallwillalsoprovidesomeacousticseparationtothepublicspacesthatsurroundit.Astheseconcretewallsreachtheupperhalllevelsupportswillspringfromthereturnstoformsupportsforthesteeltrussesthatformtheperimeterstructurecarryingthefloorandtheroof.Thisarrangementofcoresandwallswillformastablerigidstructuretocantilevertheupperlevelsfrom.会议中心的结结构将以大厅厅的混凝土箱箱以及构成地地面层的3个芯柱为基础础。构成会议议大厅外围的的混凝土墙也也将为周边的的公共空间提提供隔音作用用。当这些混凝土土墙达到上层层大厅的高度度时会弯曲，，以形成钢桁桁架的支柱，，这些钢桁架架构成支撑地地面和屋顶的的围护结构。。这种芯柱和和墙壁的分布布将形成一个个稳定的刚性性结构，用于于托起上层结结构。ConferenceCentre会议中心Thestructurefortheconventioncentrewillbebasedaroundtheconcreteboxforthemainhall,andthe3coreswhichspringformgroundlevel.Theconcretewallsthatformtheperimeteroftheconferencehallwillalsoprovidesomeacousticseparationtothepublicspacesthatsurroundit.Astheseconcretewallsreachtheupperhalllevelsupportswillspringfromthereturnstoformsupportsforthesteeltrussesthatformtheperimeterstructurecarryingthefloorandtheroof.Thisarrangementofcoresandwallswillformastablerigidstructuretocantilevertheupperlevelsfrom.会议中心的结结构将以大厅厅的混凝土箱箱以及构成地地面层的3个芯柱为基础础。构成会议议大厅外围的的混凝土墙也也将为周边的的公共空间提提供隔音作用用。当这些混凝土土墙达到上层层大厅的高度度时会弯曲，，以形成钢桁桁架的支柱，，这些钢桁架架构成支撑地地面和屋顶的的围护结构。。这种芯柱和和墙壁的分布布将形成一个个稳定的刚性性结构，用于于托起上层结结构。ConferenceCentre会议中心Districtheatingisanefficientwayofgeneratingheatandelectricityatthesametime,andis30%moreefficientthanconventionalelectricalgeneration.Ifdistrictheatingisavailableinthelocalarea,thedevelopmentshouldbeconnected.Asanexample,wehaveshownthedistrictheatingenergycentreinthecentreofthedevelopment.TheconnectiontothedistrictheatingsystemcouldcovermostoftheheatingdemandoftheYOCBuildingandthehotwatergeneration.WithoutaDistrictHeatingnetwork,usingthenearbyriverorhotandcoolwellsinground,anopenloopGeothermalSourceHeatPump/Chillerisanhighefficiencysystemtoprovidebaseloadbothforheatingandcooling.InaddictiontotheGSHP,pickloadswillbecoveredbycondensingboilersinwinterandbywatercooledchillersinsummer.Thesearecommonlyusedfortheloadsthatwouldbeexpectedinadevelopmentofthisnature.Heatisrejectedthroughroofmountedcoolingtowers.集中供供热是是同时时产生生电力力和热热能的的高效效方式式，比比传统统发电电的效效率高高30％。如果本本地有有集中中供热热，开开发项项目应应接入入集中中供热热系统统。例如，，我们们已经经说明明了开开发项项目中中心区区域的的集中中供热热能源源中心心。接接入集集中供供热系系统能能够满满足YOC对供热热和热热水的的大部部分需需求。。如果没没有集集中供供热网网络，，利用用地面面附近近的河河流或或冷热热水井井，开开环地地源热热泵/冷却器器可成成为满满足加加热和和制冷冷基本本负荷荷的高高效率率系统统。除了地地源热热泵，，将在在冬季季使用用冷凝凝锅炉炉以及及在夏夏季使使用水水冷式式冷水水机满满足峰峰值负负荷。。这些些常用用于满满足项项目开开发中中预期期的负负荷需需求。。通过过安装装在屋屋顶的的冷却却塔散散热。。Heating&CoolingSystems加热及及冷却却系统统Thematerialcompositionofthefacadesandroofofthebuilding,willbetunedtomakebestuseofopportunitiesforpassivecooling.TheouterskinwithLowAlbedominimisestheheatislandeffectreflectingsolarradiationtokeepcoolduringtheday.Aninterstitialspaceallowsfornaturalconvection,whileradiantbarriersandinsulationstopheatfromreachingthespaceandoccupantsbelow.Thedesignofexternalshadingsystemsandglazingcoatinghasbeenbasedonthecontrolandreductionofsolargainsduringsummer.将调整整建筑筑外墙墙和屋屋顶的的材质质，以以尽可可能充充分利利用被被动式式冷却却。具具有高高反射射率的的外层层面可可以最最大限限度地地减少少热岛岛效应应，白白天反反射太太阳辐辐射以以保持持低温温。间间隙使使自然然对流流得以以进行行，同同时辐辐射屏屏障和和隔热热层可可以阻阻止热热量传传导至至下方方的空空间及及人员员。外部遮遮阳系系统及及玻璃璃涂层层的设设计是是以控控制和和减少少夏季季的日日光吸吸收为为基础础。PassiveStrategy被动式式策略略Thetowerandbasebuildingisdividedintothethreefollowingfacadetypes.UnitisedSystemforTower:Aunitisedaluminiumframedcurtainwallsystemwhichhangsoffthefloorslabisthemosteconomicalwaytocladatower.Thehighrepetitionandinterlockingjointsallowsfastinstallationandhighweatherperformance.Theinfillpanelswillbeglassoropaquedependingonthearchitecturalpattern.Opaquepanelswillaccentuatethesuperstructureandprovidethermalinsulationandsolarshading.StickSystemforRoof:Asticksystemsteelframewillsupportskylightglazingoropaquepanelsatthetowerbase.Thissystemcaneasilyintegrateintothetowerunitisedsystemandprovideacontinuoussurface.塔楼和和底部部建筑筑的外外墙分分为以以下三三种类类型。。塔楼的的单元元化系系统：：覆盖盖塔楼楼最经经济的的方式式是使使用挂挂在楼楼板上上的单单元化化铝框框玻璃璃幕墙墙系统统。高高重复复和互互锁接接头可可实现现快速速安装装和高高耐候候性能能。根根据建建筑格格局，，可使使用玻玻璃或或不透透明材材料制制成的的填充充板。。不透透明面面板将将强化化上层层结构构，并并提供供隔热热和遮遮阳功功能。。屋顶的的直料料系统统：直直料系系统钢钢框架架可在在塔楼楼底部部支撑撑玻璃璃天窗窗或不不透明明面板板。可可以很很方便便地将将该系系统纳纳入塔塔楼的的单元元化系系统，，并提提供连连续表表面。。FaççadesConcept外墙设设想从扬子子江大大道方方向看看青奥奥中心心主要要公众众入口口YOCMAINPUBLICENTRANCEFROMRIVERSIDEAVENUEYOCPLAZA从广场场看去去无限限园地地标VIEWFROMTHEPLAZATOWARDSTHEINFINITEGARDENMONUMENT露天剧剧场眺眺望夹夹江VIEWOVERAMPHITHEATRETOWARDSRIVER基地平平面图图SITEPLANINFINITEGARDENMONUMENT无限园园第一一期INFINITEGARDENMONUMENTPHASE1从青奥奥中心心广场场眺望望无限限园地地标VIEWFROMYOCPLAZATOWARDSTHEINFINITEGARDENMONUMENT鸟瞰AERIALVIEW无限园园地标标风景景VIEWTOWARDSTHEINFINITEGARDENMONUMENT无限园园第二二期INFINITEGARDENMONUMENTPHASE2西北北天天际际线线SKYLINEVIEWFROMNORTH-WEST观测测台台截截面面OBSERVATIONPLATFORMSECTION鸟瞰瞰AERIALVIEWFormofConstructionThebridgecrossestwoobstacles––theriverandtheexpressway.Thesetwospansarebothsignificanttheroadspanisapproximately200mwhilstthatovertheriveris330m.Thedeckelementsareribbons.AkeyfeatureofthedesignistheTowerstructurethatisformedwherethedeckribbonstwisttogetherinthemiddleofthespans.Staycablesareprovidedthatattachtothedeckelementsthatspanovertheriver.Thisformisthemostefficientforthespanunderconsideration.建筑筑形形式式这座座桥桥横横跨跨两两个个障障碍碍-长江江和和高高速速公公路路。。它它们们的的跨跨度度都都很很大大，，高高速速公公路路的的跨跨度度大大约约为为200米，，而而江江面面上上的的跨跨度度为为330米。。桥面面材材料料为为带带状状。。设设计计的的一一个个主主要要特特点点是是桥桥面面在在桥桥中中间间位位置置缠缠绕绕在在一一起起，，形形成成塔塔楼楼结结构构。。跨越越长长江江的的桥桥面面还还连连有有拉拉索索。。这这种种形形式式是是目目前前想想到到最最高高效效的的跨跨越越方方式式。。Monument纪念念碑碑Constructionwillcommencewiththefoundations,whichareexpectedtobepiledduetothelargeloadsapplied.Foundationsarerequiredforboththepermanentandtemporaryworks.1.施工工将将从从地地基基开开始始，，由由于于载载荷荷高高，，因因此此预预计计要要进进行行打打桩桩。。永永久久和和临临时时工工程程都都要要求求打打地地基基。。ConstructionSequence施工顺序序2.Temporarytrestleswillbeerectedtofacilitatetheerectionofsteelwork.2.竖立临时时支架将将有利于于钢结构构安装。。ConstructionSequence施工顺序序3.Themajorityofthestructureabovegroundwillbeprefabricatedfromhighgradestructuralsteelwithahighqualityprotectivepainttreatmentapplied.Thesteelsectionswillbetransportedtothesite,possiblybywater,forassembly.TheTowersectionswillbeerectedusingtowercranesthatcanextendthemselvesinheightasthebuildingprocesses.ThisisatechniquethatisoftenusedfortallbridgeTowers.3.大部分地地上结构构将由高高级结构构钢预制制，并使使用高级级防护漆漆进行处处理。可可能通过过水运方方式将型型钢运送送到现场场进行组组装。将将使用塔塔式起重重机竖起起塔身，，该起重重机可以以随着施施工进展展延长自自身高度度。这是是是高层层桥塔常常常使用用的技术术。ConstructionSequence施工顺序序4.TheTowerstructurewillconsistofaframethatwillhavecladdingpanelsappliedoncethestructureiscomplete.4.塔结构构将包包括一一个框框架，，框架架完成成后将将覆盖盖面板板。ConstructionSequence施工顺顺序5.Phase1oftheMonumentiscompleted.5.完成纪纪念碑碑的第第一阶阶段。。ConstructionSequence施工顺顺序6.Phase2willentailerectingthedecksectionsovertheriver.TheseareinstalledwiththestaycablesthatsupportthemfromtheTower.6.第2阶段将将架设设河上上的桥桥面部部分。。同时时也安安装塔塔身上上对其其起到到支撑撑作用用的斜斜拉索索。ConstructionSequence施工顺顺序7.Phase2iscompletedandalltemporaryworksremoved.Alternativemethodsofconstructionmayalsobeinvestigated.Steelworkathighlevelcouldbejackedverticallyintopositionwhilsttheriverandroadspanscouldpotentiallybelaunched.7.第2阶段完完成，，拆除除所有有临时时设施施。也可以以考察察其它它施工工方法法。可可以用用千斤斤顶将将高层层钢结结构垂垂直抬抬升至至其位位置，，同时时可能能开始始修建建跨越越的长长江和和高速速公路路的桥桥面。。ConstructionSequence施工顺顺序RIVERSIDEPARK雨花石石RAINFLOWERPEBBLESTONE滨河公公园景景观设设计RIVERSIDELANDSCAPEDESIGN持续流流动的滨河河公园园涵括体育和和休闲闲功能利用多多层平平台式式的景景观设设计处处理因因季节节变化化而产产生的的河流流及多变的的植物PerennialflowRiversideParkforSportandrecreationUseofSteppedlandscapetodealwithseasonalchangeofriverflowandtovaryflora.滨河公公园景景观设设计RIVERSIDELANDSCAPEDESIGN滨河公公园风风景VIEWFROMTHERIVERSIDEPARK滨河公公园景景观设设计RIVERSIDELANDSCAPEDESIGN滨河公公园景景观设设计RIVERSIDELANDSCAPEDESIGN景观照照明LANDSCAPELIGHTING树灯和和公公园园照明明Treelighting/ParklightingLIGHT特殊活活动照照明EVENTLIGHTING露天剧剧场照照明和和滨滨江江甲板板照明明LightingatAmphitheater/RiversideDeck桥梁照照明BRIDGELIGHTING可变色色的灯灯具可可依不不同的的功能能设置置变更更灯光光颜色色以应应对正正在进进行中中的活活动。。Colorchangingluminairesallowfordifferentsettingstorespondtotheeventstakingplace.PHASINGToensureaquickstartonsiteitwouldbepreferabletostartasiteinvestigationpriortotheappointmentofconsultantswhichwillprovidegeotechnicaldesigninformationreadyfordesign.Wesuggestthefollowingpreparations.GroundinvestigationavailablebyendQ22011FasttracktenderwithoutfulldesigninformationforenablingworksEnablingworkscontractormobilisedbyendQ32011BriefdefinedbyendQ22011PartialdesignfreezeforbelowgroundworksQ32011为确保保现场场快速速启动动，最最好在在任命命提供供岩土土工程程设计计资料料的顾顾问之之前开开始现现场调调查。。我我们建建议完完成以以下准准备工工作。。在2011年二季季度末末之前前完成成岩土土勘探探在没有有完整整的设设计信信息时时进行行快速速报价价，