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1、最終概念 最終概念 FINAL CONCEPT 福州環球大廈福州環球大廈FUZHOU WORLDWIDE TOWERCONTEXT周邊環境福建省FUJIAN PROVINCE臺灣TAIWAN上海SHANGHAI廣州GUANGZHOU福州FUZHOU福建省FUJIAN PROVINCE面積AREA 12,000 KM2人口POPULATION 6,870,000城市人口URBAN POPULATION 2,710,000福州FUZHOU閩江閩江MIN RIVER福州FUZHOU福州FUZHOU福州FUZHOU總體規劃地塊總體規劃地塊MASTER PLAN SITE福州景觀特色FUZHOU LAN2、DSCAPE FORMS福州景觀特色FUZHOU LANDSCAPE FORMS總體規劃地塊總體規劃地塊MASTER PLAN SITE住宅面積RESIDENTIAL AREA住宅面積RESIDENTIAL AREA辦公和商務面積OFFICE & BUSINESS AREA辦公和商務面積OFFICE & BUSINESS AREA文化設施CULTURAL FACILITIES公共開放空間PUBLIC SPACE酒店面積HOTEL AREA福州環球大廈FUZHOU WORLDWIDE TOWER福州環球大廈FUZHOU WORLDWIDE TOWERVIEW DIAGRAM景觀分析圖地理環境/水3、景GEOGRAPHY / WATER VIEW地理環境/水景GEOGRAPHY / WATER VIEWCLIMATE氣候0510152025303540JanFebMarAprMayJunJulAugSepOctNovDecMax.Avg.Min.0510152025303540JanFebMarAprMayJunJulAugSepOctNovDecMax.Avg.Min.17.910.61415.61819.112.410.913.112.717.312.4Comfort Zone月均溫MONTHLY AVERAGE TEMPERATURE (C)晝夜溫差變化DIURNAL TEMPERA4、TURE VARIATION (C)亞熱帶海洋性氣候SUBTROPICAL MARITIME CLIMATE02040608010012014016018020022024026028012345678910111260626466687072747678808284JanFebMarAprMayJunJulAugSepOctNovDec455055606570758085JanFebMarAprMayJunJulAugSepOctNovDec月平均降水量（毫米）MONTHLY AVERAGE PRECIPITATION (MM)月平均相對濕度MONTHLY AVERAGE RELATIVE 5、HUMIDITY (%)月平均日光云量MONTHLY AVERAGED DAYLIGHT CLOUD AMOUNT (%) 亞熱帶海洋性氣候SUBTROPICAL MARITIME CLIMATENORTH1530456075EAST105120135150165SOUTH195210225240255WEST28530031533034510 km/h20 km/h30 km/h40 km/h50 km/hhrs160+143128111968064483216Prevailing WindsPrevailing WindsWind Frequency (Hrs)Wind Frequency6、 (Hrs)Location: Fuzhou, CHN (26.1, 119.3)Date: 1st September - 30th NovemberTime: 00:00 - 24:00 Weather ToolNORTH1530456075EAST105120135150165SOUTH195210225240255WEST28530031533034510 km/h20 km/h30 km/h40 km/h50 km/hhrs184+1651471281109273553618Prevailing WindsPrevailing WindsWind Frequency (Hrs)Win7、d Frequency (Hrs)Location: Fuzhou, CHN (26.1, 119.3)Date: 1st June - 31st AugustTime: 00:00 - 24:00 Weather ToolNORTH1530456075EAST105120135150165SOUTH195210225240255WEST28530031533034510 km/h20 km/h30 km/h40 km/h50 km/hhrs142+12711399857156422814Prevailing WindsPrevailing WindsWind Frequency (Hrs)W8、ind Frequency (Hrs)Location: Fuzhou, CHN (26.1, 119.3)Date: 1st December - 28th FebruaryTime: 00:00 - 24:00 Weather ToolNORTH1530456075EAST105120135150165SOUTH195210225240255WEST28530031533034510 km/h20 km/h30 km/h40 km/h50 km/hhrs157+141125109947862473115Prevailing WindsPrevailing WindsWind Frequen9、cy (Hrs)Wind Frequency (Hrs)Location: Fuzhou, CHN (26.1, 119.3)Date: 1st March - 31st MayTime: 00:00 - 24:00 Weather Tool夏SUMMER秋AUTUMN冬WINTER 春SPRING每季的盛行風PREVAILING WINDS SEASONALPLANNING INDEX規劃指標用地面積SITE AREA 14,416 M2公共設施用地EASEMENT AREA4.5 M4.5 M地下室邊界BASEMENT BOUNDARY12,130 M25 M5 M退界SETBACK6,410、02 M2建筑密度SITE COVERAGE 33%4,757 M2綠地率GREEN RATIO 20%2,883 M2PROJECT OVERVIEW工程概況用地面積SITE AREA 14,416 M2容積率FAR8.5最大總建筑面積MAX GFA122,536 M2=辦公塔樓OFFICE TOWER115,036 M2商業裙房RETAIL PODIUM7,500 M2(2,500 M2 F&B)MAX HEIGHT300 M(3 M CLEAR HEIGHT)MAX HEIGHT3 LEVELS吊頂做為照明、灑水裝置和回風DROP CEILING FOR LIGHTS, SPRINKLE11、RS & RETURN AIR 架空地板做為送風和電纜配電RAISED FLOOR FOR SUPPLY AIR & CABLE DISTRIBUTION典型樓層剖面PROTOTYPICAL FLOOR SECTION0.4M0.12M0.98M4.5M3.0M_250M可用樓層OCCUPIED FLOORS 46樓板面積FLOOR PLATE AREA2,200M2可用樓層OCCUPIED FLOORS 58_300M最大高度和景觀MAXIMIZED HEIGHT & VIEWS樓板面積FLOOR PLATE AREA2,000M2樓板面積FLOOR PLATE AREA2,500M2平衡的12、高度/出租進深BALANCED HEIGHT/LEASE DEPTH可用樓層OCCUPIED FLOORS 52_278M最大出租進深MAXIMIZED LEASE DEPTH- 需要需要1個防火分區個防火分區 1 FIRE COMPARTMENT REQUIREDVERTICAL CIRCULATION豎向交通流線空中大堂SKY LOBBY大堂LOBBYELEVATOR DIAGRAM 豎向交通流線3.5 M/S3.5 M/S4.0 M/S4.0 M/S6.0 M/SMASSING STUDIES體量研究初步概念初步概念20112011年年0202月月1414日日PRELIMINARY CO13、NCEPTS2011.02.14初步概念初步概念20112011年年0202月月1414日日PRELIMINARY CONCEPTS2011.02.14SCHEME 1: SLENDER DAYLIT SLABSCHEME 2: FRAMED VOLUMES & SKY GARDENSSCHEME 3: SHIFTING STACKED VOIDSSCHEME 4: KALEIDOSCOPIC SPIRAL初步概念初步概念20112011年年0202月月1414日日PRELIMINARY CONCEPTS2011.02.1420112011年年0303月月0303日日2011.03.03SCH14、EME: SHIFTING STACKED VOIDS 方案 上下交錯的鏤空空間2,000m2核心CORECORECORECORECORE核心 核心核心 核心2,000m23,000m2核心核心核心核心CORECORECORECORE8.5m8.5mCORECORECORECORE核心核心核心核心3,000m28.5m8.5m核心核心核心核心CORECORECORECORE2,000m28.5m8.5m核心核心核心核心CORECORECORECORE2,000m2空中花園SKY GARDENS空中花園SKY GARDENS凹角CUT OUTS商業裙房RETAIL PODIUM辦公塔樓大堂OFF15、ICE TOWER LOBBYGROUND FLOOR PLAN 首層平面圖辦公塔樓OFFICE TOWER14TH FLOOR PLAN 14層平面圖辦公塔樓OFFICE TOWER20TH FLOOR PLAN 20層平面圖辦公塔樓OFFICE TOWER40TH FLOOR PLAN 40層平面圖辦公塔樓OFFICE TOWER55TH FLOOR PLAN 55層平面圖機電MECHANICALFIRST LEVEL BASEMENT PLAN 地下室B1層平面圖卸貨區LOADING自行車停車BICYCLE PARKING核心筒和服務CORE/SERVICESSECOND LEVEL B16、ASEMENT PLAN 地下室B2層平面圖停車PARKING核心筒和服務CORE/SERVICES樓層面積 GSM- 1,980 SM核心筒面積 SHARED- 824 SM辦公面積 OFFICE- 1,156 SM 單一租戶樓層 (65%-78%) AVE: 71%SINGLE TENANT FLOORS(58%)(67%)多租戶樓層 (58%-70%) AVE: 65%MULTI-TENANT FLOORS樓層面積 GSM- 1,980 SM核心筒面積 CORE- 688 SM辦公面積 OFFICE- 1,292 SM (65%)樓層面積 GSM- 1,999 SM核心筒面積 SHARE17、D- 724 SM辦公面積 OFFICE- 1,275 SM (64%)樓層面積 GSM- 1,999 SM核心筒面積 CORE- 588 SM辦公面積 OFFICE- 1,411 SM (71%)樓層面積 GSM- 1,932 SM核心筒面積 SHARED- 636 SM辦公面積 OFFICE- 1,296 SM (67%)樓層面積 GSM- 1,932 SM核心筒面積 CORE- 496 SM辦公面積 OFFICE- 1,436 SM (74%)樓層面積 GSM- 1,870 SM核心筒面積 SHARED- 560 SM辦公面積 OFFICE- 1,310 SM (70%)樓層面積 GSM18、- 1,870 SM核心筒面積 CORE- 414 SM辦公面積 OFFICE- 1,456 SM (78%)55TH FLOOR 55層40TH FLOOR 40層20TH FLOOR 20層14TH FLOOR 14層單一租戶樓層SINGLE TENANT FLOOR20TH FLOOR 20層樓層面積 GSM- 1,999 SM核心筒面積 CORE- 588 SM辦公面積 OFFICE- 1,411 SM (71%)2租戶樓層TWO-TENANT FLOOR648 SM648 SM樓層面積 GSM- 1,932 SM核心筒面積 SHARED- 636 SM辦公面積 OFFICE- 1,219、96 SM (67%)40TH FLOOR 40層5租戶樓層FIVE-TENANT FLOOR215 SM215 SM185 SM305 SM340 SM20TH FLOOR 20層樓層面積 GSM- 1,999 SM核心筒面積 SHARED- 724 SM辦公面積 OFFICE- 1,275 SM (64%)6租戶樓層SIX-TENANT FLOOR215 SM215 SM218 SM215 SM215 SM218 SM40TH FLOOR 40層樓層面積 GSM- 1,932 SM核心筒面積 SHARED- 636 SM辦公面積 OFFICE- 1,296 SM (67%)辦公塔樓OFFI20、CE TOWER空中大堂SKY LOBBY大堂LOBBY避難層REFUGE空中花園SKY GARDEN女兒墻頂部 300MTOP OF PARAPET-可用頂層 268MOCCUPIED TOP FLOOR-空中大堂 147MSKY LOBBY商業裙房RETAIL PODIUM春秋季的陽光直射小時春秋季的陽光直射小時SPRING AND FALL HOURS OF DIRECT SUN陽光直射最大值MAXIMUM DIRECT SUN無陽光直射NO DIRECT SUNSOLAR ANALYSIS 太陽能分析太陽能分析春秋季的陽光直射小時春秋季的陽光直射小時SPRING AND FALL HO21、URS OF DIRECT SUN陽光直射最大值MAXIMUM DIRECT SUN無陽光直射NO DIRECT SUNSOLAR ANALYSIS 太陽能分析太陽能分析春秋季的陽光直射小時春秋季的陽光直射小時SPRING AND FALL HOURS OF DIRECT SUN陽光直射最大值MAXIMUM DIRECT SUN無陽光直射NO DIRECT SUNSOLAR ANALYSIS 太陽能分析太陽能分析日照分析DAYLIGHT ANALYSIS4個核心筒和個核心筒和9米米進深進深4 4 CORES 9m LEASE SPAN9.0M9.0M9.0M9.0M日照分析DAYLIGHT A22、NALYSIS析Daylight s筒和9米進深4 ith 9 meter pan心筒和12米進深l core with 12 epth心筒和9米進深 core with 9 epth4個核心筒和個核心筒和9米米進深進深4 4 CORES 9m LEASE SPANChinese textDAYLIGHT ANALYSIS標準核心筒和標準核心筒和1212米進深米進深TYPICAL CORE 12m DEPTH12.0M12.0M12.0M12.0M析Daylight s筒和9米進深4 ith 9 meter pan心筒和12米進深 core with 12 epth心筒和9米進深 core w23、ith 9 epth日照分析DAYLIGHT ANALYSIS標準核心筒和標準核心筒和12米米進深進深TYPICAL CORE WITH 12M DEPTH日照分析DAYLIGHT ANALYSIS9.0M9.0M9.0M9.0M標準核心筒和標準核心筒和9米米進深進深TYPICAL CORE WITH 9M DEPTH日照分析DAYLIGHT ANALYSIS標準核心筒和標準核心筒和9米米進深進深TYPICAL CORE WITH 9M DEPTH日照分析DAYLIGHT ANALYSISELEVATIONS立面SOUTH FAADE ELEVATION 南外立面SOUTH FAADE ELE24、VATION 南外立面55層平面圖55THFLOOR PLAN40層平面圖40THFLOOR PLAN20層平面圖20THFLOOR PLAN14層平面圖14THFLOOR PLANEAST FAADE ELEVATION 東外立面NORTH FAADE ELEVATION 北外立面WEST FAADE ELEVATION 西外立面STRUCTURAL ANALYSIS結構分析結構示意圖混凝土剪力墻REINFORCED CONCRETE SHEAR WALLSTRUCTURAL DIAGRAM結構示意圖連接桁架LINKING TRUSSESSTRUCTURAL DIAGRAM結構示意圖懸挑鋼框25、架CANTILEVERED STEEL FLOOR FRAMINGSTRUCTURAL DIAGRAM方案1 傳統體系OPTION 1 TRADITIONAL SYSTEM結構方案方案方案1：傳統結構體系：傳統結構體系概述傳統的核心筒+周邊框架，并帶有伸臂桁架；混凝土樓面梁側向系統雙重體系：核心筒以及周邊框架，在兩者之間布置伸臂桁架樓面系統32mx65m 樓層平面；核心筒與周邊框架之間為混凝土梁板結構;核心筒內部為混凝土梁板結構。OptionsOption 1: Traditional SystemBrief DescriptionTraditional Central Core + Peri26、meter Frame system, with Outriggers, RC floor FramingLateral SystemDual system: central core and perimeter frame; with outriggers between central core and perimeter columnsFloor Framing32mx65m floor plate;Traditional RC framing between central core and perimeter frame;Traditional RC framing inside c27、ore.方案1 傳統體系OPTION 1 TRADITIONAL SYSTEMZone 1: Wall 1800mm C60Column 2000 x2000SRC C60Zone 2: Wall 1600mm C60Column 2000 x2000SRC C60Zone 3: Wall 1400mm C60Column 1600 x1600SRC C60Zone 4: Wall 1200mm C60Column 1200 x1200SRC C60典型伸臂桁架布置TYPICAL OUTRIGGER LAYOUT典型樓層平面TYPICAL FLOOR FRAMING方案1 傳統體系OPTION28、 1 TRADITIONAL SYSTEMMode 振型Period 周期 (s)UX X平動UY Y平動RZ 扭轉16.10.0 59.4 0.1 24.258.0 0.0 0.0 33.20.0 0.1 63.1 41.40.5 22.1 0.4 51.322.6 0.5 0.0 61.20.1 0.1 17.4 70.70.5 0.2 5.1 80.76.0 0.5 0.5 90.70.4 4.7 0.0 100.50.8 0.5 2.2 110.51.8 0.0 1.2 120.50.1 2.3 0.3 0204060801001201401601802002202402602803029、0320-1.73E-18 0.0010.0020.003樓層標高 Story Elevation (m)地震作用下層間位移比Inter-story Drift in EQDrift XDrift YCode Limit020406080100120140160180200220240260280300320-3.04E-18 0.0010.0020.003樓層標高 Story Elevation (m)50年風荷載下層間位移比Drift in 50-year WindDrift XDrift YCode Limit前12個周期FIRST 12 PERIODS地震和風荷載作用下的層間位移INT30、ER-STORY DRIFT IN EARTHQUAKE AND WIND結構方案方案方案2a：巨型結構：巨型結構 鋼梁方案鋼梁方案概述四個筒體相連的巨型結構；鋼樓面梁。側向系統四個筒體，在四個避難層采用三層高的鋼桁架連接。樓面系統52mx55m 樓層平面；每個筒體9m x 12m；建筑周邊采用9m長懸臂梁。典型鋼梁H900 x300，角部梁H1000 x400；所有梁高度漸變，在塔樓周邊變為400高；四個核心筒之間為普通的鋼梁/混凝土梁板結構。OptionsOption 2a: Mega-Structure system with Steel FramingBrief Description31、Mega-Structure System consisting of 4 tied cores; steel floor framingLateral System4 cores, coupled with 3-story tall steel trusses at 4 refuge levelsFloor Framing52mx55m floor plate; size of each core 9m x 12m;9m Steel cantilever beams around the building perimeter; Typical beam H900 x300; corner b32、eam H1000 x400; all beams tapered to 400mm deep at perimeter;Traditional steel/RC framing between the 4 cores.方案2A 巨型結構OPTION 2A MEGA STRUCTUREOPTION 2A MEGA STRUCTURE典型連系桁架布置TYPICAL COUPLING TRUSS LAYOUT典型樓層平面TYPICAL FLOOR FRAMING方案2A 巨型結構梁未顯示BEAMS NOT SHOWNWall 1400mm C60Wall 1300mm C60Wall 1200mm33、 C60Wall 1000mm C60Wall 900mm C60Wall 700mm C60Wall 600mm C50Wall 400mm C50Wall 300mm C50OPTION 2A MEGA STRUCTUREMode 振型Period 周期 (s)UX X平動UY Y平動RZ 扭轉15.58.4 56.5 0.1 25.256.0 8.7 0.3 33.00.2 0.0 73.9 41.61.1 17.6 0.0 51.518.0 1.0 0.1 61.10.1 0.0 11.6 70.80.8 4.5 0.0 80.74.5 0.7 0.3 90.70.9 0.0 0.7 34、100.60.1 0.0 3.7 110.51.9 0.9 0.0 120.50.7 2.1 0.0 前12個周期FIRST 12 PERIODS地震和風荷載作用下的層間位移INTER-STORY DRIFT IN EARTHQUAKE AND WIND020406080100120140160180200220240260280300320-2.6E-180.0010.0020.003樓層標高 Story Elevation (m)地震作用下層間位移比Inter-story Drift in EQDrift XDrift YCode Limit02040608010012014016018035、20022024026028030032000.0010.0020.003樓層標高 Story Elevation (m)50年風荷載作用下層間位移比Inter-story Drift in 50-year WindDrift XDrift YCode Limit方案2A 巨型結構方案2A 巨型結構OPTION 2A MEGA STRUCTURE方案2A：工字形鋼梁OPTION 2A: H STEEL BEAM方案2A：鋼桁架OPTION 2A: STEEL TRUSS比鋼梁方案約節省30%樓面結構用鋼量。SAVES 30% STEEL TONNAGE IN FLOOR FRAMING.結構方36、案方案方案2b：巨型結構：巨型結構 預應力混凝土梁方案預應力混凝土梁方案概述四個筒體相連的巨型結構；預應力混凝土樓面梁。側向系統四個筒體，在四個避難層采用三層高的鋼桁架連接。樓面系統52mx55m 樓層平面；每個筒體9m x 12m;建筑周邊采用9m長預應力混凝土懸臂梁。典型梁500 x900高，角部梁600800 x1000高；所有梁高度漸變，在塔樓周邊變為400高；懸臂后方梁跨也采用預應力混凝土梁；四個核心筒之間為普通的混凝土梁板結構。OptionsOption 2b: Mega-Structure system with Post-tensioned beam framingBrief 37、DescriptionMega-structure System consisting of 4 tied cores; Post-tensioned Concrete floor framingLateral System4 cores, coupled with 3-story tall steel trusses at 4 refuge levelsFloor Framing52mx55m floor plate; size of each core 9m x 12m;9m Post-tensioned concrete cantilever beams around the build38、ing perimeter; typical beam 500 x900dp; corner beam 600800 x1000dp; all beams tapered to 400mm deep at perimeter; PT beams are also used at back spans of the cantilevers;Traditional RC framing between the 4 cores.方案2B 巨型結構OPTION 2B MEGA STRUCTUREOPTION 2B MEGA STRUCTURE典型連系桁架布置TYPICAL COUPLING TRUSS39、 LAYOUT典型樓層平面TYPICAL FLOOR FRAMING方案2B 巨型結構梁未顯示BEAMS NOT SHOWNWall 1600mm C60Wall 1500mm C60Wall 1300mm C60Wall 1100mm C60Wall 900mm C60Wall 700mm C60Wall 600mm C50Wall 400mm C50Wall 300mm C50方案2B 巨型結構OPTION 2B MEGA STRUCTUREMode 振型Period 周期 (s)UX X平動UY Y平動RZ 扭轉15.87.6 56.1 0.1 25.555.6 7.8 0.5 33.440、0.3 0.0 72.6 41.71.2 17.6 0.0 51.618.0 1.1 0.1 61.20.1 0.0 12.1 70.80.9 4.7 0.0 80.84.9 0.8 0.3 90.60.7 0.0 4.1 100.52.2 0.5 0.4 110.50.3 2.9 0.1 120.41.1 0.0 2.1 前12個周期FIRST 12 PERIODS地震和風荷載作用下的層間位移INTER-STORY DRIFT IN EARTHQUAKE AND WIND02040608010012014016018020022024026028030032000.0010.0020.00341、樓層標高 Story Elevation (m)地震作用下層間位移比Inter-story Drift in EQDrift XDrift YCode Limit020406080100120140160180200220240260280300320-3.47E-180.0010.0020.003樓層標高 Story Elevation (m)50年風荷載作用下層間位移比Inter-story Drift in 50-year WindDrift XDrift YCode Limit材料用量估算QUANTITY ESTIMATION結構方案結構方案Structural Options方案1傳42、統結構體系Option 1Traditional方案2a巨型框架結構-鋼梁 / 鋼桁架Option 2aMega Frame Steel Beam / Truss方案2b巨型框架結構-預應力混凝土梁Option 2bMega Frame Post Tensioned Beam塔樓地上、地下塔樓地上、地下總建筑面積總建筑面積Total Tower GFA Above and Below Grade (m2)124300124300124300單位面積材料用量單位面積材料用量Quantity Per Unit Area鋼結構總計Total Steel (kg/m2)101120 / 9521混凝土43、總計Total Concrete (m3/m2)0.830.520.69鋼筋總計Total Rebar (kg/m2)12978105壓型鋼板總計 Metal Deck (m2)-82000-預應力鋼絞線 Prestressing Tendon (kg/m2)-8.0基礎混凝土Foundation Concrete (m3/m2)0.0930.0680.085基礎鋼筋Foundation Rebar (kg/m2)7.35.36.7樁數量Number of Piles (Pieces)329236284主主結構相對造價初步估算結構相對造價初步估算Relative Cost of Main Structure PreliminaryEstimation100%90% / 75%60%注：單樁承載力假定9000kN。Note：Single pile capacity assumed to be 9000kN.