POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI
Land Prices Land prices have been a prime driver for constructing tall buildings. A phrase for skyscraperscame from Cass Gilbert in 1900, “A skyscraper is a machine that makes the land pay”.
Land Preservation Sustainability promotes compact urban living and vertical density is viewed as a tool to create a more sustainable city. The availability of open space provides significant environmental quality and health ben efits that include improving air pollution, attenuating noise, controlling the wind, providing erosion control, and moderating temperatures.
Urban Regeneration
Minhang Pudong Fengxian
The continuous pattern for developing tall structures all over the planet reflects the expanding sway of worldwide rivalry on the improvement of the world’s significant urban areas. These urban areas contend on the worldwide stage to have the title of the tallest structure where to declare the confidence and worldwide height of their developing economies. A notorious tall structure improves the worldwide picture of the city. It is probably going to put the city on the world guide and flag or advance its significant monetary advancement and progression. Shanghai China Shanghai City Wind- Rose Qingpu Songjiang Xuhui Changning Putuo Zhabei Hongkou Yangpu City population CityEconomy population of 24.87 million as of 2020 City foundation stands back to a fishing village and market town, Shanghai grew in importance in the 19th century due to both domestic and foreign trade and its favorable port location.
STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 1 Population Increase and Migration Among the major problems that have prodded tall structure advance ment, and will probably proceed, is the outstanding expansion in metro politan populace worldwide related to abundance collection. Right now, the greater part of the world is metropolitan when 20 years prior it was only 33%. By 2030, it is normal that around 60% of the total populace will be metropolitan. Demographic Change Segment shifts exhibit that a large number of the twenty to thirty year olds incline toward living in metropolitan communities that offer social conveniences, energetic public activity, and mass travel.
Developed city ranked as having the 3rd most competitive and largest financial center in the world Climate humid climate Shanghai is a global center for finance, business economics, research, education, science technology,
subtropical
Spesifications
and
Infrastructure and Transportation Sustainability promotes compact urban living and vertical density is viewed as a tool to create a more sustainable city. The availability of open space provides significant environmental quality and health ben efits that include improving air pollution, attenuating noise, controlling the wind, providing erosion control, and moderating temperatures. Agglomeration Sustainability promotes compact urban living and vertical density is viewed as a tool to create a more sustainable city. The availability of open space provides significant environmental quality and health ben efits that include improving air pollution, attenuating noise, controlling the wind, providing erosion control, and moderating temperatures.
and
. GREEN NETWORK, ADMINISTRATIVE REGIONS AND CLIMATE ANALYSIS HIGH RISE PROJECT IN PUDONG, SHANGHAI LIFE IN HIGH
As mentioned before, downtown areas in created nations that experi enced the relocation of their populace to suburbia in the 1970–1990s have seen a significant re-visitation of their focuses as of late. In this manner, urban communities are seeing a metropolitan renaissance and a craving to get back to skyscraper living in the metropolitan centers. Tall structures are seen as apparatuses to support focal living and working.
Climate Change and Energy Conservation
In this context, tall structures have thepotential to burn-through less en ergy than low-ascent buildings since they have a few energy-effectiveat tributes, for example, agglomeration, reserve funds in auto fuel and trav el time, and a decrease in misfortunes inpower lines. The rooftop is an excellent wellspring of energy misfortune in a structure notwithstanding the façade. All things considered, a 50-story working of 10 lofts for every floor has one rooftop and 500 single-family homes with each having the equivalent floor space of a condo with 500 rooftops. Energy misfortune from 500 rooftops is more noteworthy than that from one rooftop Gen erally speaking, vertical advancement diminishes fossil fuel byproducts as well as alsoprovides freedoms to establish reduced conditions that highlight efficient portability and openness while offering a more excel lent of life. financial, and social benefits”
17,730,000Shanghai 10,717,00010,717,000BeijingBeijingTIANJIN7,040,000SHENYANG4,720,000 6,363,000Chongqing 7,233,000HONG8,425,000GuangzhouKONG 4,320,000DongguanShenzhen4,320,000 6,320,000PUDONG 370,000HUANGPU 310,000YANGPU 300,000xuhuı 170,000PUTUO 6,320,000PUDONG China
Pudong Green Structure Through the City Total RadiationAdministrative Regions of the
Jıng’an
Global Competition and Globalization
Pudong Project Site The world map
Jiading Baoshan
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 2 Lao-Cheng-Xiang 98765432URBAN PATTERN Lilong Housing Area URBAN PATTERN Xchang Town URBAN PATTERN Former French Concession URBAN PATTERN Central Shanghai URBAN PATTERN Qyang New Village URBAN PATTERN Hongquiao Area URBAN PATTERN Huamu Civic Centre URBAN PATTERNURBAN PATTERN Lao-Cheng-Xiang1 Huamu Residential Area URBAN PATTERN 300 m X 300 m URBAN PATTERN 300 m X 300 m Lilong Typology URBAN PATTERN 300 m X 300 m The Bund Area URBAN PATTERN 300 m X 300 m Lujlazul CBD Jiangsu Jiading Baoshan Chongming Qingpu Songjiang Minhang Pudong Fengxian Jinshan Xuhui Changning Jıng’an Putuo Zhabei Hongkou Yangpu Urbanised AdministrativeAreasRegionsMainRoadStructureProjectSite East China Sea Huangpu 1 2 3 4 5 6 7 8 9 10 11 12 URBAN URBANISEDPATTERNSAREAS & ADMINISTRATIVE REGIONS LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 3 TheLao-Cheng-XiangShanghaiBundAreaemergednewurban fabric of the 1990s within Linong area in central Shanghai Lilong Housingthe former West French Concession Shanghai Lao-Cheng-Xiang Hongqiao area ANALYSIS OF THE CITY: URBAN PATTERNS LIFE IN HIGH Huamu Civic Centre Huamu Civic Centre Xinchang Town Xinchang Town Lujiazui Lujiazui CBD Lujiazui Lujiazui CBD Quyang New Village Quyang New Village the Bund Area the Bund HongqiaoAreaareaShanghaiLao-Cheng-Xiang emerged new urban fabric of the 1990s within Linong area in central Shanghai the former West French Concession Lilong Housing-TheLao-Cheng-XiangShanghaiBundArea
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 4 1 2 3 4 5 6 7 8 9 10 11 12 Residental Areas Industrial Areas Commercial & Public Facilities Transportation Green Space 12 Historical Areas in Central Shanghai Main Road Axises ‘Huge commercial complexes have become very important to formation and success of new residential districts’ Lujiazui shoppingofficecontaineachspaceabundanceurbantowersasrebuildingShanghai(CBD)BusinessCentralDistrictcityitsimageafinancialhubplacedinlargeblockswithanofopensurroundingtowertowerscommercialspacesormajorcomplexes Luxury Residential Area: Huamu Residential Area ‘architecture often stresses variety, with several typologies and designs for housing’ ‘there is much attention placed on provision of play areas’ Linong Typology With a clear hierarchy of spaces from public to Theprivatestreet entrance to the Linong, which leads directly into the main lane, is usually integrated with the street front consisting of an outer layer of shops. The Bund Area Many transformations and new construction projects Jinqiao Manufacturing Zone Manufacturing zone is located in the central part of Pudong it lacks integration with the surrounding urban areas in terms of traffic, pedestrian movement and mix of uses Civic Centre Complex: Huamu Civic Centre Area Large open square in the middle of civic centre Lao-Cheng-XiangShanghaiTheformandorganisa-tionofpresentdaystreetsevolvedfromacanalnet-work.Itsclearhierarchyyetorganicweb-likepatternofstreet–lane–path–endleadsfromthecity’spublicareastotheprivaterealmasitweavesthroughdenselypackedlow-risebuildings.Sharedcookingandwash-ingspacesarecommon.Thereisliberaluseofthealreadynarrowpublicstreetsduetooverlycrampedprivatespaces. Good quality public space leads the other building complexes to appear around ANALYSIS OF LANDUSE, URBAN PATTERNS & BUILDING TYPOLOHIES LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 5 RiverfrontUndergroundRoadWalk-Cycle Path PrimaryCarRoads Huangpu River Shanghai Tower Jin Mai Tower Shnagai International Finance CenterShangri-LaBuilding Ping An Finance Building Oriental Pearl TV Tower BOC Shanghai BOCOM Tower Shanghai Ship Yard Phase 1 Pudong InformationInternationalPort Shanghai World Finance Tower China InsuranceExchangeShanghaiBuildingStockBuilding PrimaryCarRoads PrimaryCarRoads SecondaryRoads Green Belt Project Site lUIJIANI FINANCIAL AND TRADE ZONE RESIDENTIALlUIJIANIZONE WEIFANG RESIDENTALXINCUNDISTRICT Project Site Project Site 632TowerShanghaim Shanghai World Financial Center 494 m Jin Mao Tower 420 m InternationalShimao Plaza 333 m Sinar Mas Center 320 m CneterFinancial ZonesResidential Parks, Greenery ConstructionUnder Public SpacesHigh Rise Buildings Project Site Landuse & Lanmark Analysis Landmarks and Their Tallness & Functions Built Contxt & High Rise Buildings CLOSE CONTEXT: BUILT ENVIRONMENT, HIGH RISES AND LANDMARKS LIFE IN HIGH
Formation of main and secondary axises; placing the main and secondary volumes accordingly Hierarchical Relationship of the axises are formed with the organisation of secondary volumes; strenghing one while weaking another Solid Void Study to adapt Courtyard Concept starting from the project footprint, from the ground Primary and Secondary Squares Main Square Highlighted Qourtyard Highlighted
CONCEPT: ADAPTATION OF THE SPACE TRADITIONS TO HIGHRISE
River GreeneryExistingPark Riverfront Walk Path Cycling Path - elevated CarfootprintofwithinTowerRoadFootprinttherelationtheoverall Project Under ConstructionProject Under
Adaptation of Courtyard Theme on the high Rise Building, with keeping courtyard on the ground yet transformating with them to Loggias
RiverConstruction
RiverConstruction
Understanding the existing conditions of the context was a crucial step to have proper approach on design decisions such as footprint, height, and defining the relationshio with ground. The pedestrian flow is following the riverfront, further through the west meeting with the green axis. While Taking the elevated cycle path as the main reference axis to form the building footprint- as it is a pattern that all the river front buildings in context.
ExistingGreenBufferZone Park Riverfront Walk PathCycling Path - elevatedRoadProject Area River Project Under
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI
STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 6 City of the Kings Main Axises Footprint that is generated from the main bike road axis; formed with 10x10 m units. Taking the elevated cycle path as an axis to form the building - as it is a pattern that all the river front buildings in context.
ExistingGreenBufferZone Park 10 m
Ming Cing Qadrangular Courtyard Main Axises Primary and Secondary Functions Surrounding the Courtyard
ANALYSIS: LEARNING FROM CHINESE TRADITIONS LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 7 South Side East Side West SideNorth Side West Side Image of the City North Side Image of the City West Side Image of the City South West Side Image of the CitY Court 03 Green Recreational areasmeeting rooms Levels 28-22 CourtWater04 Spa Levels 37-41 Court Water04 Spa Levels 37-41 Court Playground01 Common use areas for residents Levels 7-11 Court 02 Sport + Com mon use areas esidentsfor Levels 17-21 Court Playground01 Common use areas for residents Levels 7-11 Court 03 Green + Recreational tingareasmee-rooms Levels 28-22 Court 02 Sport Common use areas for residents Levels 17-21 Spa & Recreational Area Commercial & Public Facilities Offices Small Scale Offices Big Residential-ScaleShort Term Residential- Long Term ThemeLoggiasRelated Functions Restaurant & View Terrace User Profile and Space Needs Temporary / Short Term Needs /PermanentLongTerm Needs Business People Young Adults Single Parents Families Elders Students Different Space Needs Spa & Recreational Area Commercial & Public Facilities Offices Small Scale Offices Big Residential-ScaleShort Term Residential- Long Term Loggias RestaurantSpaSportPlayMarket:& View Terrace 7th floor 8th floor 9th floor 10th floor 11th floor 12th floor floor12th 10th floor 11th floor 12th floor Diffireny Scale Apartments 28th floor 31th floor 28th floor 31th floor 28th floor 29th floor 31th floor 32th floor Diffireny Scale Offices FUNCTION PROGRAM: UNDERSTANING OF DAILY LIFE NEEDS LIFE IN HIGH FUNCTION & SPACE CONFIGURATION - PROGRAM THROUGH BUILDING POSIIONING DIFFERENT LOGGIAS & VIEWPOINTS South Side East Side West SideNorth Side
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI PROF. MARCO IMPERADORI 2021/22PROF. GIOVANNI DOTELLI 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 8 Court 00 The Market Place Loggia 02 The Sport Loggia Loggia 04 Spa Loggia 03 The Green Loggia Loggia 01 The Playground Loggia BarRestaurant RecreationalCommercialBookshopLobbyCafeAreasSpaces Market Place Green Terrace Housing (Temporary + Permanent ) Housing + Children Daycare Center Common housing Facilities: Laundry, Common Kitchens for short term stay apartments Housing Yoga and exercise areasGym Offices Co-working+ Area Meeting RecreationalRoomsAreas WellnessAccomodationsCenterHousing SPACE CONFIGURATIONS LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 9 SITEPLAN, VIEW FROM THE RIVER SIDE LIFE IN HIGH Site Plan
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 10 Project UnderRiverConstruction Ground Level SideRiverfrontWalk 3 5 3’ 5’ Defining the footprint of the tall building and the position on the site Forming relationships with different levels of 2 sides with the aim of strengthing the pedestrian and bike flow from city side walk to river side. Section Section2-2’1-1’ Ground Floor Plan LIFE IN HIGH MASTERPLAN A A’B’B 1’ 1 4 4’ 2 2’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 11 Blending in with the existing park on east and the bike road on rivers side Project Under Construction River 4.5 level RiverfrontSideWalk Section Section3-3’4-4’Section5-5’ 1st Floor Plan LIFE IN HIGH MASTERPLAN A A’B’B 3 5 3’ 5’ 1’ 1 4 4’ 2 2’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 12 FACADE DESIGN APPROACH LIFE IN HIGH ShanghaiTower632m ShanghaiWorldFinancialCenter494m Jin 420TowerMaom InternationalShimaoPlaza333m Sinar Mas Cen 32ter0m Lujiazui Central Business District (CBD) Green Axis Through Riverfront Project Area CITY SKYLINE South Side East Side West SideNorth Side
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 13 SECTION LIFE IN HIGH Section B-B’ 1/500
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 14 SECTION LIFE IN HIGH Section A-A’ 1/500
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 15 Ground Floor Axonometric Plan Level 1 Axonometric Plan Level 2 Axonometric Plan Level 3 Axonometric Plan 00 COURTYARD - PODIUM DESIGN LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 16 Ground Floor Functions MarketPublicFoodcourtCafeLobbyspacesShopsSpace User Profiles Business People Young Adult SingleFamiliesParentElders Courtyard 00_ Function Program Scheme Functions- Estimated Users,Mapping of the Courtyard 00 COURTYARD - PODIUM DESIGN LIFE IN HIGH A A’B’B
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 17 1st Floor 1 2nd PartialFloorSection 3rd Floor section long1 00 COURTYARD - PODIUM DESIGN LIFE IN HIGH A A’B’B
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 18 SECTION LIFE IN HIGH Perspective Section B-B’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 19 Estimated User Profiles Young Adult SingleFamiliesParentElders Functions Common housing facilities laundry room Common kitchen Meeting room Play ChildrenroomDaycareCenter LOGGIA 1: PLAY LIFE IN HIGH Functions- Estimated Users ,Mapping of the Courtyard Axonometric View Loggia 1
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 20 7th floor 8th 8th floor 9th floor LOGGIA 1: PLAY LIFE IN HIGH 8th7thFloorFloor A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 21 10th Floor 9th Floor 9th floor 7th floor 8th 10th floor 11th LOGGIA 1: PLAY LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 22 12th11thFloorFloor 9th 12thfloorfloor8thfloor 9th floor 11th floor 12th floor LOGGIA 1: PLAY LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 23 User Profiles Business People Young Adult SingleFamiliesParentElders Functions Exercise areas YogaGymstudios LOGGIA 2: SPORT LIFE IN HIGH Functions- Estimated Users ,Mapping of the Courtyard Axonometric View Loggia 2
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 24 17th Floor 17th floor 20th18thfloorfloor 19th 18th Floor LOGGIA 2: SPORT LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 25 17th floor 20th19thfloorfloor22thfloor19th20thFloorFloor LOGGIA 2: SPORT LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 26 18th floor 19th 21th floor 22th 19th floor 22th floor 22nd Floor 19th Floor LOGGIA 2: SPORT LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 27 section long1 SECTION LIFE IN HIGH Perspective Section A-A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 28 User Profiles Business People Young Adult SingleFamiliesParentElders Functions Exercise areas YogaGymstudios LOGGIA 3: GREEN LIFE IN HIGH Functions- Estimated Users ,Mapping of the Courtyard Axonometric View Loggia 3
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 29 29th28thFloorFloor29th floor 30th 28th floor 31th floor 32th LOGGIA 3: GREEN LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 30 31st30thFloorFloor30th floor 33th floor 28th floor 31th floor LOGGIA 3: GREEN LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 31 33h32thFloorFloor 29th floor 30th 32th floor 33th 30th floor 33th floor LOGGIA 3: GREEN LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 32 Functions RecreationalSpa areas User Profiles Business People Young Adult SingleFamiliesParentElders LOGGIA 4: WATER LIFE IN HIGH Functions- Estimated Users ,Mapping of the Courtyard Axonometric View Loggia 4
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 33 38th37thFloorFloor37th38thfloorfloor 39th LOGGIA 4: WATER LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 34 40th39thFloorFloor39th floor 37th floor 38th 40th floor 41th LOGGIA 4: WATER LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 35 42nd Floor 42th Floor 38th floor 39th 41th floor 42th 39th floor 42th floor LOGGIA 4: WATER LIFE IN HIGH A A’ A A’
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 36 Vıew From Loggia 1 Vıew From Loggia 2 VIEW FROM LOGGIAS LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 37 VIEW FROM LOGGIAS LIFE IN HIGH Vıew From Loggia 4 Vıew From Loggia 3
Recycling Demoliotion Refurbishment Maintanence Deforestration is a big environmental issue , so the trees would be extracted by construction will be substituted by planting new treesExtraction Manufacture Aiming to choose products in the radious
to meet the requirements of sustaibability Transport Construction Life Cycle Assesment 21 JiangsuShanghaiGuangdongShandongAnhui 3 3 4 4 6 6 5 5 1 2
Shandong Yuanda Innovative Materials Co., Ltd. Business Type: Manufacturer, Trading Company Main Products: AAC panel, AAC blocks, Mortar, professional accessories, Anti-cracking plate, concrete Year Established: 2014 Country / Region: Shandong, China website: https://shandongyuanda.en.alibaba.com/?spm=a2700.shop_cp.88.14 & COMPANIES of 100 km
Foshan Rogenilan Windows And Doors System Co., Ltd Business Type: Manufacturer Main Products: Aluminium Thermal-Break Sliding Windows/Aluminium Thermal-Break Casement Windows, Aluminium Year Established: 2014 Country / Region: Guangdong, China website: https://rgnl.en.alibaba.com/index.html?spm=a2700.shop_cp.88.28
Business Type: Manufacturer Main Products: Raised floor, calcium sulphate raised floor, GRC raised floor, anti static raised floor Year Established: 2017 Country / Region: Jiangsu, China website https://jssenmai.en.alibaba.com/?spm=a2700.shop_plgr.88.12
Jiangsu Senmai Floor Technology Co., Ltd.
Guangzhou Panda Commercial Development Co., Ltd. Business Type: Manufacturer Main Products: PVC Panel, SPC Flooring, WPC Deck, Fiber Cement Board, Gypsum Board Year Established: 2007 Country / Region: Guangdong, China website https://superboard.en.alibaba.com/?spm=a2700.shop_cp.88.27
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 38 Crıstallıne Sılıcon PV Low E-glass Low carbon steel
Anhui Shangxia Solar Energy Co., Ltd. Business Type: Manufacturer Trading Company Main Products: Solar Panel, mono solar panel, poly solar panel, solar power system, Solar Module Year Established: 2020 Country / Region: Anhui, China website: https://ahsxxny.en.alibaba.com/?spm=a2700.shop_index.88.13
Qingdao Director steel structure Co.,Ltd Business Type: Manufacturer Main Products: Steel Structure (H/C/Z Section Steel), Steel Building, Steel Warehouse, Steel Workshop, Sandwich Panel Year Established: 2011 Country / Region: Shandong, China website https://chinadirector.en.alibaba.com/?spm=a2700.shop_pl.88.27
TECHNOLOGY: CHOICE OF MATERIAL LIFE IN HIGH PRODUCTS
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 39 4 Structural framing 5 Second curtain panel 1 Mullion 2 First curtain panel 6 Solar panel4 Structural framing 3 Cantiliver beam 5 Second curtain panel 1 Mullion 2 First curtain panel 6 Solar panel4 Structural framing 3 Cantiliver beam 5 Second curtain panel 1 Mullion 2 First curtain panel Solar panel 3 Cantiliver beam Second curtain panel 2 First curtain panel Second curtain panel 1 Mullion 2 First curtain panel 3 Cantiliver beam1 Mullion 2 First curtain panel 1. Interior curtain wall mullion -Alluminium frame -To divide the 1st layer of facade 4. Second skin framing -Stainless steel frame -DN 100mm -To support the secondary facade 2. Interior curtain wall glass -Low -To-TransparentE-Glassletinthe sun light 5. Exterior curtain panel glass -Low -To-TransparentE-Glassletinthe sun light 3. Cantiliver beams -HEB 260 -To support the secondary facade and deliver the load to the columns 6. Solar panel -Crisalline silicon PV -To generate elettricity SECONDARY FACADE DESIGN LIFE IN HIGH Secondary Facade
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 40 SOUTH SIDEEAST SIDE 3092 MQ SPRING SUMMER AUTUMN WINTER RADIATION ANALYSIS ON BUILDING WITHOUT SECONDARY FACADE LIFE IN HIGH RADIATION ANALYSIS ON BUILDING WITH SECONDARY FACADE SPRING SUMMER AUTUMN WINTER SOLAR PANEL ANALYSIS
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 41 160.0 1 1 DETAIL5 CURTAIN WALL AND ROOF, SECTION 1.5% 16,8 29,6 2512 653,4 STRUCTURE, PRIMARY AND SECONDARY BEAM (VAR.)1511,83 46,555 STAINLESS STEEL BASE FOR DAVIT ARM INSTALLATION REMOVABLE DAVIT ARM ARM FOR FACADESECTIONSTEELMAINTENANCEUPRIGHT60x12mm WATERPROOFPOLYMETHYLPIGMENTEDTWO-COMPONENTRESINWITHMETHACRYLATE(PMMA)BASEFIREBROOFT2ELASTOMERICBITUMINOUSMEMBRANETHREADEDBARSDROWNEDINTHECASTFORFIXINGTHEUPRIGHTSMINERALINSULATION 15 BASE PLATE WELDED TO THE UPRIGHTS 2 1 DETAIL5 CURTAIN WALL AND SLAB, SECTION 29,55,512 4 1 DETAIL5 OPAQUE WALL, PLAN 5 1 DETAIL5 GLASS FACADE, PLAN 34 1,515,512553 20 FAN COIL FLOATING FLOOR SISTEMFLOOR METAL DECK WITH CURTAINSUPPORTMETALCURTAINCEILINGCONCRETECOVERSISTEMSISTEMFIXINGBRACKETSECONDSKINCLADDINGFORCLADDINGWALLANCHORAGEFIXING METALSECONDBRACKETSKINCLADDINGSUPPORTFORCLADDINGCURTAINWALLANCHORAGEFUNCOIL 3 1 DETAIL5 CURTAIN WALL AND GROUND FLOOR, SECTION 12,9171505,5 LIFE IN HIGH SECONDARY FACADE
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 42 PILETTA DI 50.04.01080.0 15.0 4.018.45.0 EXTERIORINTERIORFIRE SPRINKLER 1,5% 1,5% 50.04.01080.0 15.0 1 DETAIL20 GREEN ROOF, SECTION 1 54 DETAIL - SKYLIGHT, SECTION 1 55 DETAIL - DRAINAGE, SECTION SITTING GREEN STRATIGRAPHYGRENARY POTS SITTING DRAINAGE PIPE CLADDINGWATRPROOF LAYER WATRPROOF LAYER FIXINGCLADDINGPLATEANCHORPLUG ACCUMULATION LAYER IN MATTRESSES HYGROPERLITETYPET2Th. 5 cm FILTERING LAYER TYPE DRENALIT (PERLITE ITALIANA) Th 0,7 cm CULTIVATED SUBSTRATE TYPE AGRITERRAM L (PERLITE ITALIANA) Th. 15 cm DRAINAGE SUPERGARDENELEMENTACTYPE Th. 4 cm MEADOW IN GULLY FILLING CHANNEL WITH DOUBLE SLOT AND DRAINING BOTTOM WATERPROOFING LAYER REINFORCED MECHANICAL PROTECTIVE FELT TYPE MEDIPRO MPHS (Harpo) ACCUMULATION / DRAINAGE AERATION LAYER TYPE MEDIDRAIN MD 40 mm (Harpo) BUFFED WITH LAPILLO NO CRUSH Th 4 cm MEDIFILTER MF1 (Harpo) FILTERINGNATURALGEOTEXTILEMIX OF GRAVEL SAND ROLLED FOR SUBSTRATE THICKNESS 20 cm GEO-FABRIC SEPARATION LAYER Th 2.6mm FINISHIG METALCURB "L" PROFILE ACCUMULATION LAYER IN MATTRESSES TYPE HYGROPERLITE T2 Th. 10 cm FILTERING LAYER TYPE DRENALIT (PERLITE ITALIANA) Th 0,7 cm CULTIVATED SUBSTRATE TYPE AGRITERRAM L (PERLITE ITALIANA) Th. 80 cm DRAINAGE SUPERGARDENELEMENTACTYPE Th. 4 cm BIG SHRUBS 3 5 FLOATING FLOORING IN STONE SLABS ON ADJUSTABLE SUPPORTS OF THE SCHLÜTER-TROBA-LEVEL TYPE WITH MIN. 20 cm AND DOUBLE-SIDED SUPPORT MAT IN RUBBER WATERPROOFINGGRANULESLAYERCONSISTING OF: -FIRE RESISTANT AND U.V. SEALING ELEMENT RESISTANT TYPE DERBIGUM NT SP. 4 -LAYERmmOF FIRST WATERPROOFING, SECTORIZATION AND BINDING WITH DERBIBOND S TYPE ADHESIVE INSULATION LAYER IN RIGID EXPANDED POLYISO FOAM PANELS (PIR) TYPE STIFERITE CLASS S, TH. 120 mmPOLYURETHANE ADHESIVE TYPE DERBITECH FA +VAPOR BARRIER TYPE DERBICOAT ALU + DERBIPRIMER S TYPE IMPREGNATION PAINT APPLIED ON STRUCTURAL FLOOR LEVELING SCREED 1 STRUCTURE CURTAIN WALL 4 2 WALKABLE PATHPEDESTRIANSITTINGSTRATIGRAPHY SKYLIGHT RAILING 1 51 DETAIL FACADE, SECTION 1 52 DETAIL - PEDESTRIAN ROOF, SECTION 1 103 DETAIL - GREEN POT, SECTION LIFE IN HIGH GREEN ROOF
Metal sheet! The chosen construction system is that of trapezoidal sheet metal floors. This was the preferred system from the outset due to the high lightness and mechanical strength of the material. The ceilings are then comp leted in different variants so that adoc ceiling packages can be created according to the fun ctional area served.
Composed pillars Boundary beam Primary PrimarySecondaryPodiumsecondaryPodiumprimaryPodiumprimaryCantileveringSecondarybeamsbeamsbeamsroofbeamsroofbeamspillarsbeambeam9th 12thfloorfloor Full apartments typical floor plan Strucrural full apartment typical floor plan scheme 12m 10m LIFE IN HIGH STRUCTURAL CONCEPT LAYOUT
Secondary
Two cores! To give more stability to the tower especially when subjected to the strong ho rizontal thrust of the strong winds caused by the seasonal monsoons. Having two cores in which to place the vertical road system allows us to have an efficient escape route system by ensuring two separate escape columns.
HEB 450 Primary beams HEB 500 Cantilevering primary beam HEB 400Boundary beam HEB 340Concrete CoresPodium roof primary beam Podium roof secondary beam
Columns! We chose to use no less than 28 co lumns running the full height of the tower; from the foundations to the top. This was to be able to support all the loads the floors are subjec ted to without the need for a massive structure that would also take a central role in the ove rall external appearance of the tower.
Wind! Wind is a key element in the design of tall buildings in Shanghai; not only because of the natural predisposition of this architectural type to suffer more than others from the for ce of the wind. Seasonal typhoons are a major issue, so we have inserted stiffening planes along the tower to hold the structure together. These floors will also serve as a support surfa ce for the MEP system. This is to get to the heart of what we wanted to achieve in developing our structure: a tower element that is not just a skeleton but serves as a solid base from which to start, as with the static nature of the type of tower chosen, to be able to feed the functional complexity that we want to host within our spaces. beams
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 43 2 CORES PILLARS SLABS BRACING FLOORS FINAL
STRUCTURAL MODELING LIFE IN HIGH
Composed pillars Boundary beam Primary CantileveringSecondarybeamsbeamsprimary beams Podium roof primary beams Podium roof secondary beams Podium pillars
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 44
In this chapter of the report we will focus on the pre-dimensioning, analysis and verification of the most stres sed structural elements of the tower. The structural analysis is mainly divided into three parts where we focu sed on the structural elements of a typical floor, plus the structural elements of two “special” floors: the floor of the “Courtyard” space and the green roof of the podium. In this way we were able to dimension the structural ele ments more carefully, reinforcing them where the increased forces acting on the structure made it necessary.
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 46 509,251.309,5kNkN2.109,75kN2.910kN3.710,25kN4.510,5kN5.310,7kN6.111kN6.620,25 kN 7.3728.123,75kN8.875,5kNkN9.627,25kN10.379kN11.278kN12.029,912.781,69kNkN13.533,44kN14.285,19kN15.036,9kN15.788,7kN16.540,45kN17.292,2kN18.043,95kN18.795,69kN19.547,44kN20.299,2kN21.050,9kN21.802,7kN22.554,45kN23.306,2kN24.057,95kN24.809,69kN25.561,45kN26.313,2kN27.064,95kN27.816,7kN28.568,44kN29.320,2kN30.071,95kN30.823,7kN31.575,45kN32.327,2kN33.078.95kN33.830,7kN34.582,45 kN Dead load =4,25 kN/mq Live load =4 kN/mq Total load = 8,25 kN/mq Area = 97 mq Total floor load = 800,25 kN Dead load =4,25 kN/mq Live load =4 kN/mq Total load = 8,25 kN/mq Area = 97 mq Total floor load = 800,25 kN Dead load =3,75 kN/mq Live load =4 kN/mq Total load = 7,75kN/mq Area = 97 mq Total floor load = 751,75 kN housingTemporary spaandOfficesOfficesApartmentsPodiumFoundations VERIFIEDNrdCompression=Axfydx X = 227835418.7 > 34.582,45 ���������������� �������� = ���������������� 3 = 176,5 9 3 = 529,47 ������������������������ ���������������� �������� = 338529,47091000 = 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 = 176,5 9 3 + 3,51 92 8 = 565,04 ������������������������ ���������������� �������� = �������� ���������������� = 338565,04,091000 = 1671 ����������������3 ∆�������� �������� = 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� = 19 176,5 93 384 210��������6 0,001619 + 5 3,51 94 384 210��������6 0,001619 = = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 = 227 835,42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� = �������� 2 ∙�������� ∙���������������� ��������0 = 303 185,38 ���������������� �������� ���������(���������������� �������� ) ������������������������ �������� =0.27164 �������� =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 ���������������� �������� = ���������������� 3 = 176,5 9 3 = 529,47 ������������������������ ���������������� �������� = 338529,47,091000 = 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 176,5 9 3 + 3,51 92 8 565 04 ������������������������ ���������������� �������� = �������� ���������������� = 565 04 338,09 1000 = 1671 ����������������3 ∆�������� �������� = 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� = 19 176,5 93 384 210��������6 0,001619 + 5 3,51 94 384 210��������6 0,001619 = = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 227 835 42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� = �������� 2 ∙�������� ∙���������������� ��������0 = 303 185,38 ���������������� �������� = ���������(���������������� �������� ) ������������������������ �������� =0.27164 =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 ���������������� �������� = ���������������� 3 = 176,5 9 3 = 529 47 ������������������������ ���������������� �������� = 338529,47,091000 = 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 176,5 9 3 + 3,51 92 8 565 04 ������������������������ ���������������� �������� = �������� ���������������� 565 04 338,09 1000 1671 ����������������3 ∆�������� �������� 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� 19 176,5 93 384 210��������6 0,001619 + 5 3,51 384 210��������6 0, = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 227 835 42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� = �������� 2 ∙�������� ∙���������������� ��������0 = 303 185 38 ���������������� �������� = ���������(���������������� �������� ) ������������������������ �������� =0.27164 �������� =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 Buckling and slenderness ���������������� �������� ���������������� 3 = 176,5 9 3 529 47 ������������������������ ���������������� �������� 529 47 338,09 1000 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 = 176,5 9 3 + 3,51 92 8 = 565,04 ������������������������ ���������������� �������� = �������� ���������������� = 565 04 338 09 1000 = 1671 ����������������3 ∆�������� �������� 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� 19 176,5 93 384 210��������6 0,001619 + 5 3,51 94 384 210��������6 0,001619 = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 = 227 835,42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� �������� 2 ∙�������� ∙���������������� ��������0 303 185 38 ���������������� �������� = ���������(���������������� �������� ) ������������������������ �������� =0.27164 =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 ���������������� �������� = ���������������� 3 = 176,5 9 3 = 529 47 ������������������������ ���������������� �������� = 338529,47091000 = 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 = 176,5 9 3 + 3,51 92 8 = 565,04 ������������������������ ���������������� �������� = �������� ���������������� = 338565,04,091000 = 1671 ����������������3 ∆�������� �������� = 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� = 19 176,5 93 384 210��������6 0,001619 + 5 3,51 384 210�������� = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 = 227 835,42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� = �������� 2 ∙�������� ∙���������������� ��������0 = 303 185,38 ���������������� �������� ���������(���������������� �������� ) ������������������������ �������� =0.27164 �������� =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 ���������������� �������� ���������������� 3 = 176,5 9 3 529 47 ������������������������ ���������������� �������� 529 47 338 09 1000 1566 ����������������3 ���������������� �������� = ���������������� 3 + ���������������� 2 8 = 176,5 9 3 + 3,51 92 8 = 565,04 ������������������������ ���������������� �������� = �������� ���������������� = 338565,04091000 = 1671 ����������������3 ∆�������� �������� = 19 ∙�������� �������� 3 384 ∙�������� ∙�������� + 5 3,51 �������� 4 384 ∙�������� ∙�������� = 19 176,5 93 384 210��������6 0,001619 + 5 3,51 94 384 210��������6 0,001619 = 0,0196 �������� <0,036 �������� �������������������������������� = �������� ���������������� ����������������0 = 227 835,42 ���������������� ���������������� �������� �������������������������������� = 0,1517 ������������������������ ���������������� �������� 2 ∙�������� ∙���������������� ��������0 303 185 38 ���������������� �������� = ���������(���������������� �������� ) ������������������������ �������� =0.27164 �������� =0,5 [ 1+ �������� (��������− 0,2) + �������� 2 ] = 0.54907 �������� = 1 �������� + ��������� 2 −�������� 2 =0.97442 Selected pillar section Area of interest of the pillar = 97 mq Column height = 202,5 +underground floors = 216m b = h = tw = Tf = r = Weight = Area = iy = iz = Jy = Jz = 101760000003018400000066188012991200mm1052mm100mm140mm15mmkG/mmm^285,4mm496mmmm^4mm^4 b = h = tw = Area = iy = iz = Jy = Jz = 114000000001140000000029880500mm500mm16mmmm^2196mm196mmmm^4mm^4 HD 400 x 1299 EN 10219 500 x 500 LOADS & CALCULATION LIFE IN HIGH
LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI PROF. MARCO IMPERADORI A.Y. 2021/22PROF. GIOVANNI DOTELLI SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 47 Z:0.500Y:-0.612X:-0.612DATE:05/21/2022UNIT:kN*mFILE:FINALMINMAXCB:Z:0.500Y:-0.612X:-0.612DATE:05/21/2022UNIT:kN/m^2FILE:FINALMINMAXCB: -5.55104e+002-4.54741e+002-3.54378e+002-2.54016e+002-1.53653e+002-5.32898e+0010.00000e+0001.47436e+0022.47799e+0023.48162e+0024.48525e+002 CB: GLCB1 MAX : 248 MIN : FILE:FINAL94 STRUCTURE Z:0.500Y:-0.612X:-0.612DATE:05/21/2022UNIT:kNFILE:FINALMINMAXCB:UNIT:kNPOST-PROCESSORGLCB1:248:94STRUCTUREVIEW-DIRECTION midas Gen Z:0.500Y:-0.612X:-0.612DATE:05/21/2022UNIT:kN*mFILE:FINALMINMAXCB:POST-PROCESSORBEAMFORCEMOMENT-y6.58647e+0024.97414e+0023.36181e+0021.74948e+0020.00000e+000-1.47518e+002-3.08751e+002-4.69984e+002-6.31217e+002-7.92449e+002-9.53682e+002-1.11492e+003GLCB1:247:94STRUCTUREVIEW-DIRECTION 1F 2F 3F 4F 5F 6F 7F 8F 9F Roof ANALYSIS ON MIDAS GEN LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 48 midas Gen BEAM DETAIL ANALYSIS Load Case:CB: gLCB1 Element Number:248 Section:HEB500 Length:2.50000Unit:m, kN Longitudinal Maximum Stress: von-Mises Cross Section Stress: von-Mises IJ + max min Sig_user=Sig_min=Sig_max=Sig_j=Sig_i= 2.46492e+0051.64971e+0034.29827e+0054.29827e+0051.85523e+005 at x= at x= at x= 1.25000e+0000.00000e+0002.50000e+000 max min MAXMIN 1.86875e+0051.92294e+0051.97714e+0052.03134e+0052.08554e+0052.13973e+0052.19393e+0052.24813e+0052.30232e+0052.35652e+0052.41072e+0052.46492e+005y z Sig_max= 2.46492e+005 at y= 0.00000e+000 z= 2.22000e-001 Sig_min= 1.86875e+005 at y= -1.50000e-001 z= -2.22000e-001 user= 1.90892e+005 at y= -1.21951e-003 Iy= 1.07200e-003 Qy= 2.35244e-003 at z= 1.21951e-003 Iz= 1.26200e-004 Qz= 6.41566e-004 Location Abs.=1.250000 Rel.(x/L)=0.500000 Applied Forces/Moments Fx Fy Fz Mx My Mz Fx= 0.000000 Mx= -0.500110 Mb= 0.000000 Fy= 0.000000 My= -902.341274 Mt= 0.000000 Fz= 732.032097 Mz= 0.000000 Mw= 0.000000 midas Gen BEAM DETAIL ANALYSIS Load Case:CB: gLCB1 Element Number:248 Section:HEB500 Length:2.50000Unit:m, kN Displacement: Dy Shear Force Diagram: Fy Bending Moment Diagram: Mz IJ + max min Duser(rel)=Duser(abs)=Dmin(rel)=Dmin(abs)=Dmax(rel)=Dmax(abs)=Dj(abs)=Di(abs)= 4.64269e-0092.39654e-0070.00000e+0002.35011e-0079.28538e-0092.44296e-0072.35011e-0072.44296e-007 atatatDj(rel)=Di(rel)=x=x=x= 1.25000e+0002.50000e+0000.00000e+0000.00000e+0009.28538e-009 IJ + maxmin Fuser=Fmin=Fmax=Fj=Fi= -0.00000e+0000.00000e+0000.00000e+0000.00000e+0000.00000e+000 at x= at x= at x= 1.25000e+0000.00000e+0000.00000e+000 IJ + maxmin Muser=Mmin=Mmax=Mj=Mi= 0.00000e+0000.00000e+0000.00000e+0000.00000e+0000.00000e+000 at x= at x= at x= 1.25000e+0000.00000e+0000.00000e+000 midas Gen BEAM DETAIL ANALYSIS Load Case:CB: gLCB1 Element Number:248 Section:HEB500 Length:2.50000Unit:m, kN Displacement: Dz Shear Force Diagram: Fz Bending Moment Diagram: My IJ + max min Duser(rel)=Duser(abs)=Dmin(rel)=Dmin(abs)=Dmax(rel)=Dmax(abs)=Dj(abs)=Di(abs)= -2.01869e-002-2.08538e-002-6.66901e-004-6.66901e-004-2.08538e-0020.00000e+0000.00000e+0006.66901e-004 atatatDj(rel)=Di(rel)=x=x=x= -9.68992e-003-2.01869e-0020.00000e+0002.50000e+0000.00000e+000 IJ + max min Fuser=Fmin=Fmax=Fj=Fi= 0.00000e+0007.11579e+0027.52485e+0027.52485e+0027.11579e+002 at x= at x= at x= -9.68992e-0030.00000e+0002.50000e+000 IJ + max min Muser=Mmin=Mmax=Mj=Mi= -1.83378e+003-3.69862e+000-1.83378e+003-3.69862e+0000.00000e+000 at x= at x= at x= -9.68992e-0032.50000e+0000.00000e+000 ANALYSIS ON MIDAS GEN LIFE IN HIGH
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 49 ShapeModellingAnalysisand Facade Building Performance LADY BUG SYNCHRO Site DiagramsAnalysis&SketchesConcepualDesign3DModelling DWG 3DM IFC sun radiance analysisdaylight analysisgeometry sketchmapSOLIBRI Show shading rate Parametric Design of the Facade Shading rate*Sun analysis and ter.createsiderationkeepinganalysisdaylightwasincon-tothispatAutumnSpringAutumnSpring SummerWinterSummerWinter Radar Project Reference 1.2 environmentThermal 1.3 Indoor air quality 2.1 Energy demand 2.2 Energy supply 2.3 Primary performanceenergy3.1 Environmentalloads 3.2consumptionFreshwater 3.3constructionSustainable1.1Daylight LOD 100 TheConceptualmodel element may be graphically represented in the model with a symbol or other genereic representation. LOD 200 Approximate geometry The model element is represented in the model as a genereic system. With approximate quantities, size, shape, location and orientation. LOD 300 Precise geometry The model element is graphically represented as a specific system. With accurate quantities, size, shape, location and orientation. LOD 400 TheFabricationmodel element is graphically represented as a specific system. With accurate definition and detailing in dimension and installation. BIM CONCEPT LIFE IN HIGH DAYLIGHT ANALYSIS SYNCHRO SOLIBRI MODEL CHECK TEKLA STRUCTURAL MODELING ENERGY PERFORMANCE ANALYSISSECONDARY FACADE DESIGN AND RADIATION ANALYSIS
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 50 2 II. Water supply Legend Cold fresh water riser Hot water riser Cold recycled water riser Cold fresh water pipeline Hot water pipeline Cold recycled water pipeline A4A5A2A3A1 B2B3B4B1 HOT(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Right Sink 4 4 2 8 Tot LU 8 Pipe size 20 x 2,520 A1 N. LU Max LU Sink 2 2 4 Toilet 2 4 8 Shower head 2 2 4 Shower Tot LU 16 Pipe size 26 x 3 Pipe B1 N. LU Max LU Sink 2 2 4 Shower head 2 2 4 Shower Tot LU 8 Pipe size 20 X 2,5 Pipe HOT (Apartements)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 17 13 2 34 26 Shower head 17 13 2 34 26 Kitchen sink 10 12 2 20 24 Tot LU 88 76 Pipe size 40 x 3,532 x 3 COLD(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 4 4 2 8 8 Toilet 3 3 4 12 12 Tot LU 20 20 Pipe size 26 x 3 26 x 3 HOT(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 4 4 2 8 8 Tot LU 8 8 Pipe size 20 x 2,520 x 2,5 A1 N. LU Max LU A2 N. LU Max LU Sink 2 2 4 Sink 2 2 4 Toilet 2 4 8 Toilet 0 2 0 Shower head 2 2 4 Shower head 2 2 4 Shower Tot LU 16 Tot LU 8 Pipe size 26 x 3 Pipe size 20 x 2,5 Pipe B1 N. LU Max LU B2 N. LU Max LU Sink 2 2 4 Sink 1 2 2 Shower head 2 2 4 Shower head 2 2 4 Shower Tot LU 8 Tot LU 6 Pipe size 20 X 2,5 Pipe size 18 x 2 Pipe COLD (Apartements)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 17 13 2 34 26 Toilet 17 13 4 34 26 Shower head 17 13 2 34 26 Kitchen sink 10 12 2 20 24 Tot LU 122 102 Pipe size 40 x 3,540 x 3,5 HOT (Apartements)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 17 13 2 34 26 Shower head 17 13 2 34 26 Kitchen sink 10 12 2 20 24 Tot LU 88 76 Pipe size 40 x 3,532 x 3 COLD(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 4 4 2 8 8 Toilet 3 3 4 12 12 Tot LU 20 20 Pipe size 26 x 3 26 x 3 HOT(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 4 4 2 8 8 Tot LU 8 8 Pipe size 20 x 2,520 x 2,5 A1 N. LU Max LU A2 N. LU Max LU A3 N. LU Max LU Sink 2 2 4 Sink 2 2 4 Sink 1 2 2 Toilet 2 4 8 Toilet 0 2 0 Toilet 0 2 0 Shower head 2 2 4 Shower head 2 2 4 Shower head 2 2 4 Shower Tot LU 16 Tot LU 8 Tot LU 6 Pipe size 26 x 3 Pipe size 20 x 2,5 Pipe size 18 x 2 Pipe B1 N. LU Max LU B2 N. LU Max LU B3 N. LU Max LU Sink 2 2 4 Sink 1 2 2 Sink 0 2 0 Shower head 2 2 4 Shower head 2 2 4 Shower head 2 2 4 Shower Tot LU 8 Tot LU 6 Tot LU 4 Pipe size 20 X 2,5 Pipe size 18 x 2 Pipe size 16 x 2,25 Pipe 1 (Apartements) N. Right cluster Right cluster Sink 17 13 2 34 26 Kitchen sink 10 12 2 20 24 (Apartements) N. Right cluster Right cluster Sink 17 13 2 34 26 Tot LU 88 76 Pipe size COLD(Facilities)WATER N. Left cluster N. Right cluster LU Max LU Left cluster Max LU Right cluster Sink 26 26 (Facilities) Right cluster 20 2,520 2,5 A1 A2 A3 A4 Sink 2 2 4 Sink Sink 2 Sink Tot LU 16 Tot LU Tot LU 6 Tot LU Pipe size Pipe size Pipe size Pipe size B1 B2 B3 B4 Sink 2 2 4 Sink Sink 0 Sink Pipe size 20 2,5 Pipe size 18 Pipe size 16 2,25 Pipe size 3 III. DischargeDrainagebranches sections: Legend Grey water vertical stack Black water drainage pipeline Grey water drainage pipeline DISCHARGE BRANCHES DISCHARGE STACKS (Cluster 1) (Cluster 1) Grey water N.DUMax DUFrequencyfactor(K) Qww Sink 6 0,5 3 0,5 0,87 Shower head 60,53 0,5 0,87 10,39 (Qww*4 floors) Kitchen sink 60,53 0,5 0,87 Black water N.DUMax DUFrequencyfactor Qww Toilet 6212 0,5 1,73 6,93 (Qww*4 floors) Frequencyfactor(K) Qww 0,5 1,73 A2 N. DU Max DU Frequencyfactor(K) Qww Toilet 4 8 0,5 1,41 DN 60 A3 N. DU Max DU Frequencyfactor(K) Qww Toilet 4 0,5 1,00 DN 50 factor (K) Units 18 FrequencyFrequencyfactor(K)factor(K) Qww Frequencyfactor(K) Qww 0,5 4,5 0,5 1,06 B5 N. DU Max DU Frequencyfactor(K) Qww Units 6 0,5 3 0,5 0,87 DN 50 B5 N. DU Max DU Frequencyfactor(K) Qww Units 3 0,5 1,5 0,5 0,61 DN 40 1 DISCHARGE BRANCHES DISCHARGE STACKS (Cluster 1) (Cluster 1) Grey water N. DU Max DU Frequencyfactor(K) Qww Sink 6 0,5 3 0,5 0,87 Shower head 6 0,5 3 0,5 0,87 10,39 (Qww*4 floors) Kitchen sink 6 0,5 3 0,5 0,87 Black water N. DU Max DU Frequencyfactor Qww Toilet 6 12 0,5 1,73 6,93 (Qww*4 floors) Frequencyfactor(K) Qww 0,5 1,73 A2 N. DU Max DU Frequencyfactor(K) Qww Toilet 4 8 0,5 1,41 DN 60 A3 N. DU Max DU Frequencyfactor(K) Qww Toilet 2 4 0,5 1,00 DN 50 factor (K) Units 18 FrequencyFrequencyfactor(K)factor(K) Qww Frequencyfactor(K) Qww 0,5 4,5 0,5 1,06 B5 N. DU Max DU Frequencyfactor(K) Qww Units 6 0,5 3 0,5 0,87 DN 50 B5 N. DU Max DU Frequencyfactor(K) Qww Units 3 0,5 1,5 0,5 0,61 DN 40 1 (Cluster (Cluster factor (K) Shower head 6 0,5 3 0,5 0,87 10,39 (Qww*4 floors) DN 60 150 factorToilet 6 12 0,5 1,73 6,93 (Qww*4 floors) factor (K) A2 N.DUMax DU Frequencyfactor(K) Qww Toilet 4 8 0,5 1,41 Frequencyfactor(K) Qww 0,5 1,00 Frequencyfactor(K) 180,59 factor (K) DN 60 factor (K) B4 N.DUMax DU Frequencyfactor(K) Qww Units 90,54,5 Frequencyfactor(K) Qww Units 60,53 0,5 0,87 Frequencyfactor(K) 30,51,5 0,5 0,61 1 Drainage distribution Drainage distribution Water supplie Water supplie DISCHARGEBRANCHES DISCHARGE STACKS (Cluster 1) (Cluster 1) Grey water N.DU Max DU Frequencyfactor(K) Qww (Qww*4 floors) Kitchen sink 17 0.58.5 0.5 1.464.14 DN 60 150 Frequencyfactor (Qww*4 floors) A1 N.DU Max DU Frequencyfactor(K) Qww Toilet 17 2 34 0.5 2.92 DN 100 A2 N.DU Max DU Frequencyfactor(K) Qww Toilet 13 2 26 0.5 2.55 DN 60 A3 N.DU Max DU Frequencyfactor(K) Qww Toilet 62 12 0.5 1.73 DN 50 Frequencyfactor(K) Qww Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Qww Units 46 0.5 23 0.5 2.40 DN 60 Frequencyfactor(K) Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Qww Units 6 0.5 3 0.5 0.87 DN 50 N.DU Max DU Frequencyfactor(K) Qww Units 3 0.51.5 0.5 0.61 1 DISCHARGEBRANCHES DISCHARGE STACKS (Cluster 1) (Cluster 1) Grey water N.DU Max DU Frequencyfactor(K) Qww (Qww*4 floors) Kitchen sink 17 0.58.5 0.5 1.464.14 DN 60 150 Frequencyfactor (Qww*4 floors) A1 N.DU Max DU Frequencyfactor(K) Qww Toilet 17 2 34 0.5 2.92 DN 100 A2 N.DU Max DU Frequencyfactor(K) Qww Toilet 13 2 26 0.5 2.55 DN 60 A3 N.DU Max DU Frequencyfactor(K) Qww Toilet 62 12 0.5 1.73 DN 50 Frequencyfactor(K) Qww Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Qww Units 46 0.5 23 0.5 2.40 DN 60 Frequencyfactor(K) Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Units 18 0.5 9 0.5 1.50 DN 60 Frequencyfactor(K) Qww Units 6 0.5 3 0.5 0.87 DN 50 N.DU Max DU Frequencyfactor(K) Qww Units 3 0.51.5 0.5 0.61 1 Electrical distribution Electrical distribution BUILDING SERVICES LIFE IN HIGH
Humidifier Sizing Data Max steam flow at Des Htg 43,13 kg/hr Airflow Rate 3271 L/s Air mass flow 14141,83 kg/hr Moisture gain ,00305 kg/kg Ventilation Fan Sizing Data Actual max L/s 3271 L/s Standard L/s 3270 L/s Actual max L/(s m²) 0,36 L/(s m²) Fan motor BHP 0,00 BHP Fan motor kW 0,00 kW Fan static 0 Pa Exhaust Fan Sizing Data Actual max L/s 3271 L/s Standard L/s 3270 L/s Actual max L/(s m²) 0,36 L/(s m²) Fan motor BHP 0,00 BHP Fan motor kW 0,00 kW Fan static 0 Pa airflow L/s 3271 L/s L/(s m²) 0,36 L/(s m²) L/s/person 14,87 L/s/person
Outdoor Ventilation Air Data Design
POLITECNICO DI MILANO FACULTY OF ARCHITECTURE, URBAN PLANNING & CONSTRUCTION BUILDING ARCHITECTURE - ARCHITECTURE MASTERS THESIS LIFE ON HIGH - HIGH RISE PROJECT IN SHANGHAI SUPERVISOR PROF. MARIA GRAZIA FOLLI CO-SUPERVISORS PROF. CORRADO PECORA PROF. MARCO IMPERADORI A.Y. 2021/22 PROF. FRANCESCO ROMANO PROF. GIOVANNI DOTELLI STUDENTS: SERRA GOKKAYA 938687 KEVIN PIERPAOLO NASTASI 942997 SIMONE PERILLI 941853 BOARD: 51 HVAC distribution HVAC distribution Dedicated Outdoor Air System (DOAS) Sizing Summary for Default System Project Name: shanghai tower 06/27/2022 Prepared by: PoliMi 12:48 Air System Information Air System Name Default System Equipment Class TERM Air System Type PKG-FC Number of zones 1 Floor Area 9071,0 m² Location Shanghai, China Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone L/s Sizing Sum of space airflow rates Space L/s Sizing Individual peak space loads Cooling Coil Sizing Data Total coil load 157,3 kW Total coil load 20,8 L/(s kW) Sensible coil load 74,1 kW Coil L/s at Jun 1500 3271 L/s Max coil L/s 3271 L/s Sensible heat ratio 0,471 Water flow @ 5,6 K rise N/A Load occurs at Jun 1500 OA DB WB 34,3 27,1 °C Entering DB WB 34,3 27,1 °C Leaving DB WB 15,5 15,6 °C Bypass Factor 0,100 Heating Coil Sizing Data Max coil load 91,0 kW Coil L/s at Des Htg 3271 L/s Max coil L/s 3271 L/s Water flow @ 11,1 K drop 1,96 L/s Load occurs at Des Htg Ent. DB Lvg DB -1,9 21,1 °C
HAP Heating cooling calculation, Result HAP Heating cooling calculation, wall propertiesHAP Heating cooling calculation, space properties HAP Heating cooling calculation, space propertiesHAP Heating cooling calculation, space properties HAP Heating cooling calculation, system properties HAP Heating cooling calculation, system properties Zone Sizing Summary for Default System Project Name: shanghai tower 06/27/2022 Prepared by: PoliMi 12:48 Air System Information Air System Name Default System Equipment Class TERM Air System Type PKG-FC Number of zones 1 Floor Area 9071,0 m² Location Shanghai, China Sizing Calculation Information Calculation Months Jan to Dec Sizing Data Calculated Zone L/s Sizing Sum of space airflow rates Space L/s Sizing Individual peak space loads Terminal Unit Sizing Data Cooling Total Sens Coil Coil Water Time Coil Coil Entering Leaving Flow of Load Load DB WB DB WB @ 5,6 K Peak Coil Zone Zone Name (kW) (kW) (°C) (°C) (L/s) Load L/(s m²) Zone 1 454,1 415,7 24,2 19,4 17,4 17,0 Sep 1500 5,61 Terminal Unit Sizing Data Heating, Fan, Ventilation Heating Htg Coil Heating Coil Water Fan OA Vent Coil Ent/Lvg Flow Design Fan Fan Design Load DB @11,1 K Airflow Motor Motor Airflow Zone Name (kW) (°C) (L/s) (L/s) (BHP) (kW) (L/s) Zone 1 147,7 21,1 23,5 50853 0,000 0,000 3271 Zone Peak Sensible Loads Zone Zone Zone Cooling Time of Heating Floor Sensible Peak Sensible Load Area Zone Name (kW) Cooling Load (kW) (m²) Zone 1 462,3 Oct 1400 134,9 9071,0 Space Loads and Airflows Zone Name / Space Name Mult. SensibleCooling(kW) Time SensiblePeakofLoad FlowAir(L/s) HeatingLoad(kW) FloorArea(m²) L/(sSpacem²) Zone 1 east block 5 27,8 Aug 0900 2440 6,9 329,1 7,41 north block 5 17,3 Jun 1700 1517 6,6 578,0 2,62 west block 5 31,6 Jun 1600 2770 6,9 329,1 8,42 south block 5 39,2 Dec 1300 3443 6,6 578,0 5,96 Air System Design Load Summary for Default System Project Name: shanghai tower 06/27/2022 Prepared by: PoliMi 12:48 DESIGN COOLING DESIGN HEATING COOLING DATA AT Sep 1500 HEATING DATA AT DES HTG COOLING OA DB WB 33,8 °C 26,5 °C HEATING OA DB WB -1,9 °C / -4,4 °C Sensible Latent Sensible Latent ZONE LOADS Details (W) (W) Details (W) (W) Window & Skylight Solar Loads 2379 m² 312080 2379 m² Wall Transmission 2397 m² 11415 2397 m² 14072 Roof Transmission 0 m² 0 0 m² 0 Window Transmission 2379 m² 16932 2379 m² 43879 Skylight Transmission 0 m² 0 0 m² 0 Door Loads 1400 m² 12455 1400 m² 32278 Floor Transmission 0 m² 0 0 m² 0 Partitions 0 m² 0 0 m² 0 Ceiling 9071 m² 0 9071 m² 0 Overhead Lighting 19956 W 19954 0 0 Task Lighting 0 W 0 0 0 Electric Equipment 45355 W 45353 0 0 People 220 18061 17402 0 0 0 Infiltration 19160 31532 44671 9678 Miscellaneous 0 0 0 0 Safety Factor 0% 0% 0 0 0% 0 0 >> Total Zone Loads 455411 48934 134901 9678 Zone Conditioning 428781 48934 147708 9678 Plenum Wall Load 0% 0 0 0 Plenum Roof Load 0% 0 0 0 Plenum Lighting Load 0% 0 0 0 Exhaust Fan Load 3271 L/s 0 3271 L/s 0 Ventilation Load 3271 L/s 36790 63323 3271 L/s 91008 19717 Ventilation Fan Load 3271 L/s 0 3271 L/s 0 Space Fan Coil Fans 0 0 Duct Heat Gain Loss 0% 0 0% 0 >> Total System Loads 465571 112257 238716 29396 Cooling Coil 71941 75853 0 0 Heating Coil -21943 91006 Terminal Unit Cooling 415666 38426 0 0 Terminal Unit Heating 0 147711 Humidification Load 0 29396 >> Total Conditioning 465664 114279 238717 29396 Key: Positive values are clg loads Positive values are htg loads Negative values are htg loads Negative values are clg loads HAP Heating cooling calculation, ResultHAP Heating cooling calculation, Result HAP Heating cooling calculation, weather properties HVAC LIFE IN HIGH
