SOM福州環(huán)球大廈商業(yè)辦公綜合超高建筑方案文本

福州環(huán)球大廈FUZHOU

WORLDWIDE

TOWER最終概念FINAL

CONCEPT周邊環(huán)境CONTEXT上海SHANGHAI福建省FUJIAN

PROVINCE臺(tái)灣TAIWAN廣州GUANGZHOU福州FUZHOU面積

AREA

12,000KM2人口

POPULATION

6,870,000城市人口

URBAN

POPULATION

2,710,000福建省FUJIAN

PROVINCE閩江MIN

RIVER福州FUZHOU福州FUZHOU福州FUZHOU福州FUZHOU總體規(guī)劃地塊MASTER

PLAN

SITEFUZHOU

LANDSCAPE

FORMS福州景觀特色FUZHOU

LANDSCAPE

FORMS福州景觀特色總體規(guī)劃地塊MASTER

PLAN

SITE住宅面積RESIDENTIAL

AREA辦公和商務(wù)面積OFFICE&BUSINESSAREA酒店面積HOTEL

AREA辦公和商務(wù)面積OFFICE&BUSINESSAREA住宅面積公共開(kāi)放空間PUBLIC

SPACERESIDENTIALAREA文化設(shè)施CULTURALFACILITIES福州環(huán)球大廈FUZHOU

WORLDWIDE

TOWER福州環(huán)球大廈FUZHOU

WORLDWIDE

TOWER景觀分析圖VIEWDIAGRAMGEOGRAPHY

/WATER

VIEW

地理環(huán)境/水景GEOGRAPHY

/WATER

VIEW

地理環(huán)境/水景氣候CLIMATE月均溫

MONTHLY

AVERAGETEMPERATURE

(°C)403530252015105Max.Avg.Min.Comfort

Zone0Jan

Feb

Mar

Apr

May

JunJul

Aug

Sep

Oct

Nov

Dec晝夜溫差變化

DIURNAL

TEMPERATURE

VARIATION

(°C)40353025201510519.1°12.4°12.4°10.9°18°13.1°15.6°Max.Avg.Min.17.3°12.7°14°17.9°10.6°0Jan

Feb

Mar

Apr

May

JunJul

Aug

Sep

Oct

Nov

DecSUBTROPICALMARITIME

CLIMATE

亞熱帶海洋性氣候月平均降水量（毫米）MONTHLY

AVERAGEPRECIPITATION

(MM)280260240220200180160140120100806040200123456789101112月平均相對(duì)濕度

MONTHLY

AVERAGERELATIVE

HUMIDITY

(%)84828078767472706866646260JanFebMarAprMayJunJulAugSepOctNovDec月平均日光云量

MONTHLY

AVERAGEDDAYLIGHT

CLOUD

AMOUNT

(%)858075706560555045JanFebMarAprMayJunJulAugSepOctNovDecSUBTROPICALMARITIME

CLIMATE

亞熱帶海洋性氣候NORTHNORTHhrs184+16514712811092hrs160+14312811196345°50km/h15°345°50km/h15°夏SUMMER秋AUTUMN330°30°330°30°40km/h30km/h20km/h10

km/h40km/h30km/h20km/h10

km/h315°45°315°45°807364300°300°60°55483632<18<16285°285°75°WESTEASTWESTEAST255°255°105°240°240°120°225°225°135°210°150°210°150°195°165°195°165°SOUTHSOUTHNORTHNORTHhrs142+12711399hrs157+14112510994345°50km/h15°345°50km/h15°330°30°330°30°冬WINTER春SPRING40km/h30km/h20km/h10

km/h40km/h30km/h20km/h10

km/h315°45°315°45°8571785662300°60°300°60°42472831<14<15285°75°285°75°WESTEASTWESTEAST255°105°255°105°240°120°240°120°225°135°225°135°210°150°210°150°195°165°195°165°SOUTHSOUTHPREVAILING

WINDS

SEASONAL每季的盛行風(fēng)規(guī)劃指標(biāo)PLANNING

INDEX用地面積SITE

AREA14,416M24.5M公共設(shè)施用地EASEMENT

AREA4.5M5M地下室邊界BASEMENT

BOUNDARY12,130M25M退界SETBACK6,402M2建筑密度SITE

COVERAGE

33%4,757M2綠地率GREEN

RATIO

20%2,883M2工程概況PROJECT

OVERVIEW辦公塔樓OFFICETOWER115,036

M2MAXHEIGHT300

M(3MCLEARHEIGHT)用地面積SITE

AREA容積率FAR最大總建筑面積MAXGFA14,416

M28.5=

122,536

M2商業(yè)裙房RETAIL

PODIUM7,500

M2MAXHEIGHT3LEVELS(2,500M2F&B)0.12M0.98M吊頂做為照明、灑DROP

CEILSPRINKLE4.5M3.0M架空地板做為送風(fēng)和電纜配電RAISED

FLOORFORSUPPLY

AIR&CABLEDISTRIBUTION0.4MPROTOTYPICAL

FLOOR

SECTION

典型樓層剖面___300M可用樓層OCCUPIEDFLOORS

58樓板面積FLOOR

PLATE

AREA-------------------------

需要1個(gè)防火分區(qū)

1

FIRE

COMPARTMENT

REQUIRED最大高度和景觀MAXIMIZED

HEIGHT

&VIEWS豎向交通流線VERTICAL

CIRCULATION4.0M/S3.5M/S空中大堂SKYLOBBY4.0M/S6.0M/S3.5M/S大堂LOBBYELEVATOR

DIAGRAM

豎向交通流線體量研究MASSING

STUDIES初步概念2011年02月14日PRELIMINARY

CONCEPTS2011.02.14初步概念2011年02月14日PRELIMINARY

CONCEPTS2011.02.14初步概念2011年02月14日PRELIMINARY

CONCEPTS2011.02.14SCHEME

1:SCHEME

3:SLENDER

DAYLIT

SLABSHIFTINGSTACKED

VOIDS2011年03月03日2011.03.03方案

上下交錯(cuò)的鏤空空間SCHEME:

SHIFTINGSTACKED

VOIDS2,000m2核心CORE2,000m2核心

核心CORECORE核心

核心CORECORE3,000m2核心核心CORECORE核心核心CORECORE3,000m28.5m核心核心CORECORE核心核心CORECORE8.5m2,000m28.5m核心核心CORECORE核心核心CORECORE8.5m空中花園

SKYGARDENS2,000m28.5m核心核心CORECORE核心核心CORECORE空中花園

SKYGARDENS8.5m凹角CUT

OUTS商業(yè)裙房RETAIL

PODIUM辦公塔樓大堂OFFICETOWER

LOBBYGROUNDFLOOR

PLAN

首層平面圖辦公塔樓OFFICETOWER14THFLOORPLAN

14層平面圖辦公塔樓OFFICETOWER20THFLOORPLAN

20層平面圖辦公塔樓OFFICETOWER40THFLOORPLAN

40層平面圖辦公塔樓OFFICETOWER55THFLOORPLAN

55層平面圖機(jī)電MECHANICAL卸貨區(qū)LOADING核心筒和服務(wù)CORE/SERVICES自行車(chē)停車(chē)BICYCLE

PARKINGFIRST

LEVEL

BASEMENT

PLAN

地下室B1層平面圖核心筒和服務(wù)CORE/SERVICES停車(chē)PARKINGSECONDLEVEL

BASEMENT

PLAN

地下室B2層平面圖單一租戶樓層(65%-78%)

AVE:71%SINGLE

TENANT

FLOORS樓層面積

GSM-1,980SM核心筒面積

CORE-

688SM辦公面積

OFFICE-

1,292SM

(65%)樓層面積

GSM-1,999SM核心筒面積

CORE-

588SM辦公面積

OFFICE-

1,411SM

(71%)樓層面積

GSM-1,932SM核心筒面積

CORE-

496SM辦公面積

OFFICE-

1,436SM

(74%)

辦公面積

OFFICE-

1,456SM

(78%)樓層面積

GSM-1,870SM核心筒面積

CORE-

414SM多租戶樓層(58%-70%)

AVE:65%MULTI-TENANT

FLOORS(67%)樓層面積

GSM-1,980SM核心筒面積

SHARED-

824SM辦公面積

OFFICE-

1,156SM

(58%)樓層面積

GSM-1,999SM核心筒面積

SHARED-

724SM辦公面積

OFFICE-

1,275SM

(64%)樓層面積

GSM-1,932SM核心筒面積

SHARED-

636SM辦公面積

OFFICE-

1,296SM

(67%)

辦公面積

OFFICE-

1,310SM

(70%)樓層面積

GSM-1,870SM核心筒面積

SHARED-

560SM14THFLOOR

14層20THFLOOR

20層40THFLOOR

40層55THFLOOR

55層單一租戶樓層SINGLETENANT

FLOOR20THFLOOR

20層GSM-1,999SM樓層面積核心筒面積

CORE-

588SM辦公面積OFFICE-

1,411SM

(71%)648

SM648

SM2租戶樓層TWO-TENANT

FLOOR40THFLOOR

40層樓層面積

GSM-1,932SM核心筒面積

SHARED-

636SM辦公面積

OFFICE-

1,296SM

(67%)215

SM185

SM215

SM305

SM340

SM5租戶樓層FIVE-TENANTFLOOR樓層面積

GSM-1,999SM核心筒面積

SHARED-

724SM20THFLOOR

20層辦公面積OFFICE-

1,275SM

(64%)215

SM215

SM218

SM218

SM215

SM215

SM6租戶樓層SIX-TENANT

FLOOR40THFLOOR

40層GSM-1,932SM樓層面積核心筒面積

SHARED-

636SM辦公面積

OFFICE-

1,296SM

(67%)女兒墻頂部

300MTOP

OF

PARAPET-可用頂層

268MOCCUPIEDTOP

FLOOR-空中花園SKY

GARDEN避難層REFUGE辦公塔樓OFFICETOWER空中大堂

147MSKY

LOBBY空中大堂SKY

LOBBY商業(yè)裙房RETAIL

PODIUM大堂LOBBY春秋季的陽(yáng)光直射小時(shí)SPRING

AND

FALL

HOURS

OF

DIRECT

SUN陽(yáng)光直射最大值MAXIMUM

DIRECTSUN無(wú)陽(yáng)光直射N(xiāo)ODIRECTSUNSOLAR

ANALYSIS

太陽(yáng)能分析春秋季的陽(yáng)光直射小時(shí)SPRING

AND

FALL

HOURS

OF

DIRECT

SUN陽(yáng)光直射最大值MAXIMUM

DIRECTSUN無(wú)陽(yáng)光直射N(xiāo)ODIRECTSUNSOLAR

ANALYSIS

太陽(yáng)能分析春秋季的陽(yáng)光直射小時(shí)SPRING

AND

FALL

HOURS

OF

DIRECT

SUN陽(yáng)光直射最大值MAXIMUM

DIRECTSUN無(wú)陽(yáng)光直射N(xiāo)ODIRECTSUNSOLAR

ANALYSIS

太陽(yáng)能分析4個(gè)核心筒和9米進(jìn)深44CORES–9mLEASE

SPAN9.0M9.0M9.0M9.0MDAYLIGHT

ANALYSIS日照分析4個(gè)核心筒和9米進(jìn)深44CORES–9mLEASE

SPAN析Daylights筒和9米進(jìn)深4ith9meterpan心筒和12米進(jìn)深l

corewith12epth心筒和9米進(jìn)深corewith9epthDAYLIGHT

ANALYSIS日照分析標(biāo)準(zhǔn)核心筒和12米進(jìn)深TYPICALCORE

–12mDEPTH析Daylights筒和9米進(jìn)深4ith9meterpan12.0M12.0M心筒和12米進(jìn)深corewith12epth12.0M12.0M心筒和9米進(jìn)深corewith9epthDAYLIGHT

ANALYSIS

Chinese

text標(biāo)準(zhǔn)核心筒和12米進(jìn)深TYPICALCORE

WITH12MDEPTHDAYLIGHT

ANALYSIS日照分析標(biāo)準(zhǔn)核心筒和9米進(jìn)深TYPICALCORE

WITH9MDEPTH9.0M9.0M9.0M9.0MDAYLIGHT

ANALYSIS日照分析標(biāo)準(zhǔn)核心筒和9米進(jìn)深TYPICALCORE

WITH9MDEPTHDAYLIGHT

ANALYSIS日照分析DAYLIGHT

ANALYSIS日照分析立面ELEVATIONSSOUTHFA?ADE

ELEVATION

南外立面55層平面圖

55TH

FLOORPLAN40層平面圖

40TH

FLOORPLAN20層平面圖

20TH

FLOORPLAN14層平面圖

14TH

FLOORPLANSOUTHFA?ADE

ELEVATION

南外立面EASTFA?ADE

ELEVATION

東外立面NORTH

FA?ADE

ELEVATION

北外立面WESTFA?ADE

ELEVATION

西外立面結(jié)構(gòu)分析STRUCTURAL

ANALYSIS混凝土剪力墻REINFORCEDCONCRETESHEARWALLSTRUCTURAL

DIAGRAM

結(jié)構(gòu)示意圖連接桁架LINKINGTRUSSESSTRUCTURAL

DIAGRAM

結(jié)構(gòu)示意圖懸挑鋼框架CANTILEVEREDSTEELFLOORFRAMINGSTRUCTURAL

DIAGRAM

結(jié)構(gòu)示意圖結(jié)構(gòu)方案概述方案1：傳統(tǒng)結(jié)構(gòu)體系傳統(tǒng)的核心筒+周邊框架，并帶有伸臂桁架；混凝土樓面梁側(cè)向系統(tǒng)樓面系統(tǒng)雙重體系：核心筒以及周邊框架，在兩者之間布置伸臂桁架???~32mx65m

樓層平面；核心筒與周邊框架之間為混凝土梁板結(jié)構(gòu);核心筒內(nèi)部為混凝土梁板結(jié)構(gòu)。OptionsBriefOption

1:Traditional

SystemTraditional

Central

Core+PerimeterFramesystem,

withDescription

Outriggers,

RCfloor

FramingLateralSystemDualsystem:

central

coreandperimeter

frame;withoutriggers

betweencentral

coreandperimeter

columnsFloorFraming??~32mx65m

floorplate;Traditional

RCframing

betweencentral

core

andperimeter

frame;?Traditional

RCframing

insidecore.OPTION

1TRADITIONAL

SYSTEM方案1傳統(tǒng)體系前12個(gè)周期FIRST12

PERIODS地震和風(fēng)荷載作用下的層間位移INTER-STORY

DRIFTINEARTHQUAKE

AND

WINDDriftXDriftYDriftXDriftYCodeLimitCodeLimitModePeriodUXUYRZ3203002802602402202001801601401201008032030028026024022020018016014012010080振型周期

(s)X平動(dòng)Y平動(dòng)扭轉(zhuǎn)0.058.00.00.56.00.0345678606040409202010111200-3.04E-18

0.0010.0020.003-1.73E-18

0.0010.0020.00350年風(fēng)荷載下層間位移比Driftin50-yearWind地震作用下層間位移比Inter-storyDriftinEQOPTION

1TRADITIONAL

SYSTEM方案1傳統(tǒng)體系結(jié)構(gòu)方案概述方案2a：巨型結(jié)構(gòu)

–

鋼梁方案四個(gè)筒體相連的巨型結(jié)構(gòu)；鋼樓面梁。側(cè)向系統(tǒng)樓面系統(tǒng)四個(gè)筒體，在四個(gè)避難層采用三層高的鋼桁架連接。??~52mx55m

樓層平面；每個(gè)筒體9m

x12m；建筑周邊采用9m長(zhǎng)懸臂梁。典型鋼梁H900x300，角部梁H1000x400；所有梁高度漸變，在塔樓周邊變?yōu)?00高；?四個(gè)核心筒之間為普通的鋼梁/混凝土梁板結(jié)構(gòu)。OptionsBriefOption

2a:Mega-Structure

system

with

Steel

FramingMega-StructureSystem

consisting

of

4

tiedcores;steelfloorDescription

framingLateralSystem4cores,coupledwith3-storytallsteeltrusses

at4refugelevelsFloorFraming??~52mx55m

floorplate;sizeof

eachcore9mx12m;9mSteelcantileverbeamsaround

thebuilding

perimeter;TypicalbeamH900x300;

cornerbeamH1000x400;

allbeams

taperedto

400mm

deepat

perimeter;?Traditional

steel/RCframingbetweenthe4cores.OPTION

2AMEGASTRUCTURE方案2A巨型結(jié)構(gòu)梁未顯示BEAMS

NOTSHOWNWall

300mm

C50Wall

400mm

C50Wall

600mm

C50Wall

700mm

C60典型連系桁架布置TYPICALCOUPLING

TRUSS

LAYOUTWall

900mm

C60Wall

1000mm

C60Wall

1200mm

C60Wall

1300mm

C60Wall

1400mm

C60典型樓層平面TYPICALFLOOR

FRAMINGOPTION

2AMEGASTRUCTURE方案2A巨型結(jié)構(gòu)前12個(gè)周期FIRST12

PERIODS地震和風(fēng)荷載作用下的層間位移INTER-STORY

DRIFTINEARTHQUAKE

AND

WINDDriftXCodeLimitDriftYDriftXDriftYModePeriodUXUYRZCodeLimit3203002802602402202001801601401201008032030028026024022020018016014012010080振型周期

(s)X平動(dòng)Y平動(dòng)扭轉(zhuǎn)8.456.00.717.61.00.00.00.373.90.00.00.034567608604040920201011120000.0010.0020.003-2.6E-18

0.0010.0020.00350年風(fēng)荷載作用下層間位移比Inter-storyDriftin50-yearWind地震作用下層間位移比Inter-storyDriftinEQOPTION

2AMEGASTRUCTURE方案2A巨型結(jié)構(gòu)方案2A：工字形鋼梁方案2A：鋼桁架OPTION2A:

HSTEEL

BEAMOPTION2A:

STEEL

TRUSS比鋼梁方案約節(jié)省30%樓面結(jié)構(gòu)用鋼量。SAVES

30%

STEEL

TONNAGE

INFLOORFRAMING.OPTION

2AMEGASTRUCTURE方案2A巨型結(jié)構(gòu)結(jié)構(gòu)方案概述方案2b：巨型結(jié)構(gòu)

–

預(yù)應(yīng)力混凝土梁方案四個(gè)筒體相連的巨型結(jié)構(gòu)；預(yù)應(yīng)力混凝土樓面梁。側(cè)向系統(tǒng)樓面系統(tǒng)四個(gè)筒體，在四個(gè)避難層采用三層高的鋼桁架連接。??~52mx55m

樓層平面；每個(gè)筒體9m

x12m;建筑周邊采用9m長(zhǎng)預(yù)應(yīng)力混凝土懸臂梁。典型梁500x900高，角部梁600~800x1000高；所有梁高度漸變，在塔樓周邊變?yōu)?00高；懸臂后方梁跨也采用預(yù)應(yīng)力混凝土梁；?四個(gè)核心筒之間為普通的混凝土梁板結(jié)構(gòu)。OptionsBriefOption

2b:Mega-Structure

system

with

Post-tensioned

beamframingMega-structure

System

consisting

of4tiedcores;Post-Description

tensioned

ConcretefloorframingLateralSystem4cores,coupledwith3-storytallsteeltrusses

at4refugelevelsFloorFraming??~52mx55m

floorplate;

sizeofeachcore9mx12m;9mPost-tensioned

concretecantilever

beamsaround

thebuilding

perimeter;

typicalbeam500x900dp;

cornerbeam600~800x1000dp;

allbeamstaperedto400mmdeepat

perimeter;

PTbeamsarealso

usedatbackspansof

thecantilevers;?Traditional

RCframingbetweenthe4cores.OPTION

2BMEGASTRUCTURE方案2B巨型結(jié)構(gòu)梁未顯示BEAMS

NOTSHOWNWall

300mm

C50Wall

400mm

C50Wall

600mm

C50Wall

700mm

C60典型連系桁架布置TYPICALCOUPLING

TRUSS

LAYOUTWall

900mm

C60Wall

1100mm

C60Wall

1300mm

C60Wall

1500mm

C60Wall

1600mm

C60典型樓層平面TYPICALFLOOR

FRAMINGOPTION

2BMEGASTRUCTURE方案2B巨型結(jié)構(gòu)前12個(gè)周期FIRST12

PERIODS地震和風(fēng)荷載作用下的層間位移INTER-STORY

DRIFTINEARTHQUAKE

AND

WINDDriftXCodeLimitDriftYDriftXDriftYModePeriodUXUYRZCodeLimit32030028026024022020018016014012010080320300280