Kết cấu chống động đất tòa nhà bitexco financial tower

Do Bitexco Financial Tower là tòa nhà chọc trời nên thiết kế kết cấu và xây dựng thế nào để tòa nhà chịu được gió, bão và động đất cũng là điều mà cả chủ đầu tư và các kỹ sư thiết kế hết sức lưu tâm. Tòa tháp Burj Khalifa sử dụng kết cấu khung bê tông lớn, Tháp 101 sử dụng hệ thống chống rung lắc đặc biệt. Riêng đối với Bitexco Financial Tower, vì đây là tòa tháp mảnh mai nên không thể áp dụng công nghệ của hai tòa tháp trên mà công nghệ chống gió, bão và động đất của Bitexco Financial Tower được triển khai ở tầng 29 và 30 của tòa nhà. Ở hai tầng này là hệ thống dầm cực lớn kết nối tường bao với trục trung tâm.

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COORDINATION DEPARTMENT

NOTES : SIGNATURE

ARCHITECTURE

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CIVIL

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DU AN/PROJECT

TRUNG TAM VAN PHONG - THƯƠNG MẠI

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Issue | Rev Description By By tua Date

P.hanhiP.ban Mô tả Chuẩn bị Kiểm ÌP.duyệt Ngày KEY PL AN 0 Issued for Construction 01/10/08

1 CONSTRUCT OUTRIGGER DIAGONAL BEAMS AFTER CONSTRUCTING ——

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COORDINATION NOTES:

DEPARTMENT | SIGNATURE | DATE

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T 212.966.9292 F 212.966.9242 TEL No.+33 1 56 33 09 97 FAX No +33 1 53 42 2829

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TEL (1) 212.750.8000 FAX (1) 212-750-9002 Approved by William j.Faschan KÉT CÂU TRONG NƯỚC Chủ nhiệm Thiết kế

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MEINHARDT INTERIOR DESIGNER ECART

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40_ : _40 40_ 1 _40 40, | _40 —— - _ 800 _ —

—— D16 SPIRAL TIES ——D16 SPIRAL TIES DỊCH VỤ TÀI CHÍNH

~ \—TOWER COLUMN “ \——TOWER COLUMN 1 W— 10'—'050 BARS S$ Đ 7) uments HT 18'—'D50'"'MM 7 FY'='520''MPA BITEXCO FINANCIAL TOWER

L —— D12 TIES'®''500 0.C ¬ DIAGONAL BARS ¬

O00 | DIAGONAL IN CORE WALL s FY'='520 MPA ¬ 912 TIES"@"500 0C =<

~~ B12 TIES @ 500 0C, 4 2 Fy= 920 MPA fr z " Wu DIA DIEM: 45 NGO DUC KE, QUAN 1, TP HO CHi MINH

ˆ „ ˆ F = _ ——D12 TS 6 500 0.C 2 @Ø T¡ S || \— post-TENSIONING 45 NGO DUC KE ST., DIST 1, HOCHIMINH CITY oot =< ca) ——Š COLUMN VERTICAL REINF > <a = TENDONS (TYP)

© S/S w + DIAGONAL BEAM FY'='520 MPA TOP BEAM FY'='520 MPA TIE IN CORE WALL BEND OUT 2 NM h = CONG TY TNHH SX KINH DOANH TERMINATE BARS STAGGERED TERMINATE BARS STAGGERED “INE OF OF PLANE AT INTERSECTION OF 2 SORE WALL — CORE WALL i XNK BINH MINH (BITEXCO )

— 2nd FL., THE MANOR-MY DINH- HA NOI

— D10 TIES SPACED BITEXCO GIAM BOC - DIRECTOR

WALL REINF—] WALL REINF (TYP)

|| — _ — p10 Hộ SPACED TO MATCH || — — p10 yes SPACED TO MATCH SEE SCHEDULE a

VERT/HORIZ WALL REINF (tí VERT/HORIZ WALL REINF TYP} CORE WALL

KIEN TRUC/ARCHITECT

S T U D | |

‹a) CH) (K) (L) M) ÁN) TH eee SH 300091 PAOHo sao 15342288

LERA

TEL YORK NY 1000 FAX (1) 212-750-9002 Approved by William j.Faschan

KÉT CÂU TRONG NƯỚC Chủ nhiệm Thiết kế

VIET NAM NATIONAL

CONSTRUCTION CONSULTANTS

6'—'D50°'MM TIE REINF KẾT CẤU Glam doc BEND OUT OF PLANE — nirector FROM CORE WALL FY'='520 MPA _ 1600 _ PAEC TT

A

Chief Str.Enginner

¬ 18'—'D50'''MM DIAGONAL BARS =

D10 TIES (TYP) LERA

MEP ENGINEERING

CORE WALL REINF DSA SEE WALL REINF SCHEDULE ADE ENGAEZRING

MEINHARDT

111, Rue St Antoine

rel #33 (1) 42 78 88 35

BARKER + MOHANDAS

DRAWING TITLE

OUTRIGGER TRUSSES SECTIONS AND DETAILS

Bo BA N Hà tụ ĐỘC Là nón scale; 1m DHm oor

Trang 7

24-— D50 MM BARS COMI

TERMINATE BARS MARKED °X” AT 2000°'MM FROM BOTTOM OF SLAB

D12 TIES”@ 500 0.¢

PILASTER

ADDITIONAL BARS

900

1200

D16 SPIRAL TIES———

D12 TIES''®''500 0.@———

COLUMN VERTICAL REINF

6—' D50 MM BARS COMING FRO

BELTWALL FY ="520 MPA

20-— D50 MM BARS FY'= 520 MPA BEND AND GROUP BARS AS NUMBERED IN DETAIL B & C, AND

AS SHOWN ON DETAIL B/S-701

D12 TIES”@ 500 0.C:

PILASTER

4'— D25”MM ADDITIONAL BARS

900

30TH FLOOR LEVEL sN

|

SLAB REINF NOT SHOWN D18®”ˆ500”MM 0.C VERTICAL BARS

BELTWALL

6— D50 MM DIAGONAL REINF FY ='520 MPA

D1O TIES SPACED TO MATCH HOR & VERT WALL REINF

D18°°@ 300° MW 0.C HORIZONTAL BARS

D12”® 500 TIE

6— D50 MM TIE REIN

FY= 520 MPA

DIAGONAL

—

29TH FLOOR LEVEL nN

|

SLAB

TOWER COLUMN

BEYOND

800

eee]

Œ) SCALE': 1:25

8- D50 MM BA CONTINUE STRAIGHT DOWN

BELT WALL 7m D12 TIES”@”500 0.C:

4= D25” MM ADDITIONAL BARS

6'-'D50''MM BARS ON FACH SIDE:

FY‘='520 MPA BEND BARS INTO LA THE DIAGONALS IN BELT WALL 2 AND CONTINUE DOWN INTO 6

THE TOWER COLUMN BELOW 200

SEE DETAIL A/S—702 |,

(C)

p—— LINE OF DIAGONAL

OUTRIGGER BEAM

OPEN

(DELAYED POURING)

BOTTOM BARS (TYP)

OPENING

LONG DIAGONAL BARS

@ 'CORNERS TOP & BOTTOM

(G) DETAIL - SLAB OPENING FOR DIAGONAL BEAM

Dees ee

COORDINATION

NOTES :

DEPARTMENT | SIGNATURE DATE

ARCHITECTURE

CIVIL

ELECTRICAL

HVAC

4— D25' MM ADDITIONAL BARS PILASTER

BELTWALL

500 | |

À À- BELTWALL REINF

FY'='520 MPA

`

— _ ©®

là

LINE OF DIAGONAL

OUTRIGGER BEAM (DELAYED POURING)

D10 TIES SPACED TO MATCH HORZ & VERT WALL REINF

SEE ELEVATION & SECTION

Issue] Rev Description By By tua Date

DU’ AN/PROJECT

TRUNG TAM VAN PHONG - THUONG MAI

DIA DIEM: 45 NGO BUC KE, QUAN 1, TP HO CHi MINH]

CONG TY TNHH SX KINH DOANH XNK BINH MINH (BITEXCO ) BINH MINH IMPORT EXPORT PRODUCTION AND TRADE Co.LTD

BITEXCO GIAM DOC - DIRECTOR

L A N D

KIEN TRUC/ARCHITECT

C AR LO §

AREP |

ZAP AT A ville

T 212.966.9292 F 212.966.9242 TEL No.+33 156330997 FAX No +33 1 53 42 2829

LERA

TEL (1) 212.750.8000 FAX (1) 212-750-9002 Approved by William j.Faschan KÉT CÂU TRONG NƯỚC Chủ nhiệm Thiết kế

KET CAU Giám đốc

STRUCTURE

Director

Unit 301 MALIGAYA

In Go Sen Chief design

TEL ( ) 722-62-78 FAX () 721-73-91 Chủ trì thiết kế

Chief Str.Enginner

Thiết kế

Designed by

Kiểm

Checked by

PROJECT MANAGER

TURNER

LERA

MEP ENGINEERING

DSA

FAC ADE ENGINEERING

MEINHARDT

111, Rue St Antoine

75004 Paris

Tel: +33 (1) 42 78 88 35

BARKER + MOHANDAS

DRAWING TITLE

Dwg Number Rev

+

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