TOKYO SKYTREE 650 CÁC THÁP NỔI TIẾNG TRÊN THẾ GIỚI 600

550

500

450

400

350

300

250

200

150

100

50

m

NAME SKY TREE CN ORIENTAL PEARL STRASPHIA PLACE TOKYO TORONTO SHANGHAI LAS VEGAS TOKYO PARIS YEAR 2011 1976 1994 1996 1958 1889 HEIGHT 634m 553.3m 467.9m 350.2m 332.6m 324.0m STRUCTURE S+SRC+RC RC RC RC S S 2009.12.6；12：00 2010.1.1；7：00 2010.2.2；8：00 2010.3.28；13：00 ≒333ｍ

2009.11.20；8:00 ≒215ｍ

2010.5.8；9：00 2010.6.2；8：00 2010.6.15；8：00

2010.7.8；8：00 398ｍ

2010.5.6；8：00 ≒368ｍ 2010.5.28；8：00 ≒398ｍ 2010.6.10；8：00 2010.6.17；8：00 2010.11.21；9：00 2010.11.24；11：00 2010.12.15；8：00 2010.12.23；8：00 2010.12.28；8：00 2011.1.11；8：00

2011.1.21；8：00 2011.2.2；8：00 2011.2.16；8：00 2011.3.4；8：00 2011.3.17；8：00 2011.6.25；6：00 Hình dạng tháp TOKYO SKYTREE SHINBASHIRA MENTENANCE DECK

H50 ：BUILDING PART ALMINIUM PANEL CW EXTERIOR H50 LEVEL PLAN EXTERIOR MACHINE AREA

MACHINE ROOM

H150

H150 LEVEL PLAN 1st OBSERVATION LOBBY

H350

H350 LEVEL PLAN 2nd OBSERVATION H450 LOBBY

H450 LEVEL PLAN H500‐610

BROADCASTING ANTENNA AREA

H500-610 LEVEL PLAN XEM CLIP GIỚI THIỆU 634 Kết cấu khung tháp Horizontally-connected truss 600 Intermediate frame Kanae truss 550 Ring truss 500 Rib truss

450 Ring truss

400 Plan: Ring Floor

350 Kanae truss Outer frame Intermediate Rib truss 300 frame Inner frame Rib truss 250 Shiｎbashira Kanae truss Kanae truss (MEGA Column) 200 ・Built-up column employing four columns, horizontal diagonal Framing, and brace members Ring truss ・Arranged at each corner of the triangular plane form 150 ・Main member to resist horizontal load Plan: Horizontally Horizontally-connected trusses 100 -connected truss ・Connects the intermediate frame and the ring trusses every two layers (about 25m) ・Working as members to transfer the horizontal load (in-plane), and to 50 brace the kanae trusses and the peripheral columns against buckling Ring truss : Horizontally ・Horizontal members arranged every layer (about 12.5m) -connected truss ・Working to brace the peripheral columns against buckling Chế tạo ống thép trụ

Bending ＵＯＥ

Roll Chế tạo ống thép trụ Mối nối hàn trên đoạn ống thép trụ Móng cọc

１. LARGE STIFFNESS（X,Y,Z） 2. TENSION RESISTANCE

SRC NUCKLE BASEMENT SRC NUCKLE WALL PILE GL-50ｍ BASEMENT WALL PILE

RC BASEMENT WALL PILE RC BASEMENT WALL PILE GL-35ｍ - Central Column Energy Dissipation - From the Five-Storied Pagoda to the Tokyo Sky Tree

CHÙA CỔ Ở NHẬT

Horyuji 5-Storied Pagoda Toji 5-Storied Pagoda LÕI ĐIỀU KHIỂN DAO ĐỘNG SHINBASHIRA

TOWER

SHINBASHIRA TOWER

SHINBASHIRA OIL DAMPER

STRUCTURAL PLAN ▽H375

MOVE ZONE DIFFERENT MOVE FROM TOWER 心柱の動き

CONNECTED ZONE SAME MOVE WITH TOWER

MOVEMENT IMAGE OF SHINBASHIRA MOVE ZONE OIL DAMPER

SHINBASHIRA

SECTION

CONNECTED H125 MEMBER SHINBASHIRA CONNECTED ZONE LÕI ĐIỀU KHIỂN DAO ĐỘNG SHINBASHIRA BASEMENT SECTION 19 H(m) 700 with vibrationSESM control IC without vibrationNON SEISMICcontrol

600

500 Hiệu quả giảm chấn 2nd OBSERVATORY bằng SHINBASHIRA 400 1nd OBSERVATORY （dưới tác động của động đất） 300

200

100

0 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 Response ratioresponse in accelerationratio Hiệu quả giảm chấn bằng SHINBASHIRA （dưới tác động của động đất）

1000 800 600 400 200 0

ACC.(gal) -200 -400 -600 -800 Ｈ450 -1000 0 10 20 30 40 50 60 70 80 90 100 tim e (se c )

with vibrationSEISMIC control with vibrationSEISMIC control without vibrationNON controlSEISMIC without vibrationNON SEISMIC control 1000 500 800 400 600 40％DOWN 300 55％DOWN 400 200 200 100 0 0 -200 -100 ACC.(gal) -400 ACC.(gal) -200 -600 -300 -800 -400 -1000 -500 40 41 42 43 44 45 46 47 48 49 50 75 80 85 90 95 tim e (se c ) tim e (se c ) Hiệu quả giảm chấn bằng SHINBASHIRA （dưới tác động của gió động）

150

100

50

0 ACC.(gal) -50 Ｈ450 -100

-150 0 60 120 180 240 300 360 420 480 540 600 660 720

tim e (se c )

150 with vibrationSEISMIC control 100 without vibrationNON SEISMICcontrol 30％DOWN 50

0 ACC.(gal) -50

-100

-150 500 510 520 530 540 550 560 tim e (se c ) 19 TOKYO SKYTREE

12