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LAIBA
AR – 029
2ND YEAR ARCHITECTURE
COURSE CODE = CE-252
1
TOKYO SKYTREE
2
POINTS TO BE COVERED
• Details of project
• Ancient technology
• Foundation details
• Design criteria
• Vibration control system
• Safety measures
3
DETAILS OF PROJECT
 • Project name – Tokyo Sky Tree
 • Location – Sumida, Tokyo
 • Height of project – 634m
 • Purpose – Broadcasting tower, Restaurant
 • Project duration – 4 years
 • Project cost – $800 million
 • Contractor – Obayashi Corp.
4
5
ANCIENT TECHNOLOGY
 •Tokyo Sky tree has also adopted the ancient
building technologies of "curve" and "camber."
 •"Camber," in which the central part of a pillar
in an ancient wooden building is slightly
bulged, and "curve," which can be seen in
Japanese swords, are both used in Tokyo Sky
tree.
6
FOUNDATION DETAILS
 • Type of soil at site is silt.
 • Hence RC wall pile type foundation is adopted to
counter the earthquake effects.
 • Spikes like protuberances rise from walls to hold
soil firmly.
 • This technique is called Knuckle Walls.
 • Piles are driven 35m into the ground.
7
 • Reinforced concrete walls connect these 3
points to form a complete triangular shape
driven 35m deep under the ground.
 • Pile of length 2.3m and diameter of 10cm
were adopted.
 • SRC pile system is adopted to have the
continuity of steel member.
 • Maximum load was 40,000kN during pull-
out test
 • Aspect ratio is about 9.0.
 • Top displacement is too large if foundation
has poor vertical rigidity.
8
DESIGN CRITERIA
 • Tower was designed to resist up to the
earthquake magnitude of 7.3
 • The wind speeds at height of 600m were
measured using balloons.
 • Winds are measured using ultrasonic wind
gauge for two years.
9
VIBRATION CONTROL
SYSTEM
 • Two methods are used – Tuned Mass
Damper(TMD) and Core Column System
 • To suppress the wind at top of tower 2 TMDs
are installed in the means of weights, springs,
dampers
 • TMD weighing 40 tons are installed at 620m
height and TMD weighing 20 tons are installed at
625m height
10
 • A core column was provided in the center of
structure.
 • It is a cylindrical shaped column of reinforced
concrete.
 • Diameter is 8 m and height of column is 375
m
 • Above this height oil dampers are provided to
suppress the motions.
11
SAFETY MEASURES
 • Providing waterproof canvas to workers to protect from wind
and dizzying.
 • 2 safety lines are implemented instead of one to all the workers.
 • 100 m steel protective panels are setup over the railway just
beneath the tower.
 • Building huge steel scaffolding in ground and placing in
required position using cranes.
12
REFERANCE
 ttps://en.wikipedia.org/wiki/Tokyo_Skytree
 https://www.slideshare.net/Saiakhiljayavarapu/tokyo-sky-tree-
70718588
 https://economictimes.indiatimes.com/infrastructure/tokyo-sky-
tree-worlds-tallest-tower-opens-to-the-public/people-wait-to-
enter-the-tokyo-skty-tower/slideshow/13382129.cms
13
14

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Tokyo skytree

  • 1. LAIBA AR – 029 2ND YEAR ARCHITECTURE COURSE CODE = CE-252 1 TOKYO SKYTREE
  • 2. 2
  • 3. POINTS TO BE COVERED • Details of project • Ancient technology • Foundation details • Design criteria • Vibration control system • Safety measures 3
  • 4. DETAILS OF PROJECT  • Project name – Tokyo Sky Tree  • Location – Sumida, Tokyo  • Height of project – 634m  • Purpose – Broadcasting tower, Restaurant  • Project duration – 4 years  • Project cost – $800 million  • Contractor – Obayashi Corp. 4
  • 5. 5
  • 6. ANCIENT TECHNOLOGY  •Tokyo Sky tree has also adopted the ancient building technologies of "curve" and "camber."  •"Camber," in which the central part of a pillar in an ancient wooden building is slightly bulged, and "curve," which can be seen in Japanese swords, are both used in Tokyo Sky tree. 6
  • 7. FOUNDATION DETAILS  • Type of soil at site is silt.  • Hence RC wall pile type foundation is adopted to counter the earthquake effects.  • Spikes like protuberances rise from walls to hold soil firmly.  • This technique is called Knuckle Walls.  • Piles are driven 35m into the ground. 7
  • 8.  • Reinforced concrete walls connect these 3 points to form a complete triangular shape driven 35m deep under the ground.  • Pile of length 2.3m and diameter of 10cm were adopted.  • SRC pile system is adopted to have the continuity of steel member.  • Maximum load was 40,000kN during pull- out test  • Aspect ratio is about 9.0.  • Top displacement is too large if foundation has poor vertical rigidity. 8
  • 9. DESIGN CRITERIA  • Tower was designed to resist up to the earthquake magnitude of 7.3  • The wind speeds at height of 600m were measured using balloons.  • Winds are measured using ultrasonic wind gauge for two years. 9
  • 10. VIBRATION CONTROL SYSTEM  • Two methods are used – Tuned Mass Damper(TMD) and Core Column System  • To suppress the wind at top of tower 2 TMDs are installed in the means of weights, springs, dampers  • TMD weighing 40 tons are installed at 620m height and TMD weighing 20 tons are installed at 625m height 10
  • 11.  • A core column was provided in the center of structure.  • It is a cylindrical shaped column of reinforced concrete.  • Diameter is 8 m and height of column is 375 m  • Above this height oil dampers are provided to suppress the motions. 11
  • 12. SAFETY MEASURES  • Providing waterproof canvas to workers to protect from wind and dizzying.  • 2 safety lines are implemented instead of one to all the workers.  • 100 m steel protective panels are setup over the railway just beneath the tower.  • Building huge steel scaffolding in ground and placing in required position using cranes. 12
  • 13. REFERANCE  ttps://en.wikipedia.org/wiki/Tokyo_Skytree  https://www.slideshare.net/Saiakhiljayavarapu/tokyo-sky-tree- 70718588  https://economictimes.indiatimes.com/infrastructure/tokyo-sky- tree-worlds-tallest-tower-opens-to-the-public/people-wait-to- enter-the-tokyo-skty-tower/slideshow/13382129.cms 13
  • 14. 14