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Tokyo Skytree 650 Các Tháp Nổi Tiếng Trên Thế Giới 600

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Tokyo Skytree 650 Các Tháp Nổi Tiếng Trên Thế Giới 600 TOKYO SKYTREE 650 CÁC THÁP NỔI TIẾNG TRÊN THẾ GIỚI 600 550 500 450 400 350 300 250 200 150 100 50 m NAME TOKYO SKY TREE CN TOWER ORIENTAL PEARL STRASPHIA TOKYO TOWER EIFFEL TOWER 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 .
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