迪拜哈利法塔施工方案
- 格式：pdf
- 大小：1.93 MB
- 文档页数：44
Day 3 : Con’c Pouring
N+0 N-1 N-2 N-3 N-4 N-5
Additional Raking Shore
Form
1/2 of Raking Shore
2/3 of Prop
Form
Form
Form
1/2 of Raking Shore
1/3 of Prop
2/3 of Prop
C-1
C-3
[Section A-A]
wing-C A
C-2
wingB
[Work Sequence]
Level 0 Level -1 Level -2 Level -3 Level -4 Level -5 Level -6 Level -7 Level -8 Level -9
3 to 5 levels SE T/STEEL EL: +691.3
SPIRE LEVEL 7 BASE T/STEEL EL: +681.7
23 22 21 20 19 18 17 16 W 15 14 13 12 11 10
SPIRE LEVEL 6 BASE T/STEEL EL: +668.9 SPIRE LEVEL 5 - MEZZA T/STEEL EL: +665.7
THE BURJ TOWER
Model
The Burj is a landmark high rise structure part of a very important development scheme in downtown Dubai
THE BURJ TOWER
THE BURJ TOWER
Pinnacle Spire Communication (L160) Office (L153) Observatory (L123) Residence (L108)
Hotel (L39)
.Client
Project Brief
Emaar Properties PJSC
.Consultants
Predicted Wind Drift
• Location
Top Communications • Top Office • Observatory • Top Residential
Elevation Drift (m) (mm)
+604.9 1450 +569.7 1250 +442.1 750 +375.3 540
Multi Step Method - 1st Station : L161
1st Station
- 2nd Station: L99
LEVEL 160
3nos. Recovery Crane
LEVEL 159 LEVEL 158
LEVEL 157
- Favco 242R, Ogawa OT4520, Favco SDD3/10
© 2003 All rights reserved.
THE BURJ TOWER
Structural Overview
Analysis Model
THE BURJ TOWER
Hotel Residential Floor plan
Structural Overview
THE BURJ TOWER
SPIRE LEVEL 5 - MEZZA T/STEEL EL: +659.3 SPIRE LEVEL 5 T/STEEL EL: +656.1 SPIRE LEVEL 4 - MEZZA T/STEEL EL: +652.9
SPIRE LEVEL 4 T/STEEL EL: +646.4
SPIRE LEVEL 3 - MEZZA T/STEEL EL: +640.0
Duration
47Months (Feb. ’05 ~ Dec. ’08)
Cost
876,000,000 USD
Owner
EMAAR Properties
Floors
Above 160 floors
Height
Above 800m
Usage
Hotel, Residence, Office
Project Brief
.Construction Period 01 Feb 2005 – 30 Dec 2008
Figures & Quantities
Some salient figures and quantities:
•Total height of the tower : More than 800 M •Gross area tower : 279,000 sq. M •Gross area podium : 186,000 sq. M •Total concrete quantity tower : 145,000 cubic M •Total concrete quantity podium : 115,000 cubic M •Overall concrete quantity : 260,000 cubic M •Overall rebar quantity : 34,000 tons
Clamping Height : 15.5 ~ 17m
Climbing 3rd Bracket Installation
Installation Height : 48m Top collar
Bottom collar
Cranage & Hoisting
Tower Crane - Dismantling Method
1/2 of Raking Shore
2/3 of Prop
Tower Slab Formwork
Cranage & Hoisting
Overall Equipments Layout
. Tower Crane - 3 nos. T/C#M1 : Favco M440D (25ton) T/C#M2 : Favco M380D (25ton) T/C#M3 : Favco M220D (11ton)
The Burj Tower
Presentation – Constructing the World’s highest Tower
THE BURJ TOWER
Contents
1. Models 2. Project Brief 3. Figures & Quantities 4. Structural Overview 5. Sequence of Work 6. Cranage & Hoisting 7. Concrete Placement 8. Survey & Monitoring 9. Spire Erection 10. Photographs
THE BURJ TOWER
Structural Overview
• Y-shaped floor plan is ideal for residential program – Maximizes window perimeter to floor plate area – Is inherently stable
LEVEL 162 / SPIRE LEV T/SLAB EL: +608.0
LEVEL 161 T/SLAB EL: +601.9
LEVEL 156
LEVEL 155
LEVEL 154
LEVEL 153
LEVEL 152
LEVEL 151
LEVEL 150
LEVEL 149
LEVEL 148
LEVEL 147
LEVEL 145
LEVEL 143
LEVEL 142 LEVEL 141 LEVEL 140
TOP OF SPIRE T/STEEL EL: +704.9
Some artistical impressions…
Model
THE BURJ TOWER
Model
THE BURJ TOWER
Model
THE BURJ TOWER
Model
THE BURJ TOWER
Model
THE BURJ TOWER
Project Name The Burj Tower
2 levels below
6 to 8 levels below
2 levels below 3levels below
Wing Slab
Wing Corridor Slab
Corner Slab Center Lobby Slab
Nose Slab
Wing Corewall Center Corewall Corner Slab
THE BURJ TOWER
• 50 year wind event
Structural Overview
3D View Under Construction
THE BURJ TOWER
Typical Work Sequence
wing-A
Sequence of Work
A
THE BURJ TOWER
SPIRE LEVEL 3 T/STEEL EL: +633.6
SPIRE LEVEL 2 - MEZZA T/STEEL EL: +627.2
SPIRE LEVEL 2 - MEZZA T/STEEL EL: +620.8 SPIRE LEVEL 2 T/STEEL EL: +617.6 SPIRE LEVEL 1 - MEZZA T/STEEL EL: +614.4
