[ARC 2513] BUILDING CONSTRUCTION 2 PROJECT 2: UNDERSTANDING FORCES IN SOLID STRUCTURE &SURFACE STRUCTURE CHUNG WEI JIN 0313789 LEE CHAER SHEAN 0313675 LIM YEE QUN 0319121 LOW YONG GING 0313679 ONG HUEY FEN 0314263 PEH KER NENG 0314619 TUTOR: PN NORITA
Transcript
1. [ARC 2513] BUILDING CONSTRUCTION 2 PROJECT 2: UNDERSTANDING
FORCES IN SOLID STRUCTURE &SURFACE STRUCTURE CHUNG WEI JIN
0313789 LEE CHAER SHEAN 0313675 LIM YEE QUN 0319121 LOW YONG GING
0313679 ONG HUEY FEN 0314263 PEH KER NENG 0314619 TUTOR: PN
NORITA
2. TABLE OF CONTENT: Introduction Architects Biography Design
Concept Orthographic Drawings Construction Method Structural
System: i. Skeletal Structure ii. surface Structure Load
Distribution Model Making References 1 2 3 4 5 6 7 9 12 15
3. ALLIANZ ARENA, GERMANY Allianz Arena is built purely as a
football stadium in Munich, Germany to replace the citys old
Olympic stadium and set as the new home for the football club
Bayern Munich. It was designed by the famous Swiss architecture
film, Herzog & de Meuron and has been nicknamed as
Schaluchboot, which means inflatable boat due to the iconic shape
of the stadium. The construction started in 2003 and ended in 2005.
It is widely known for the first stadium in the world with a full
colour-changing facade. This impressive stadium contains 75, 024
seats that are distributed along the three tiers. 1
4. Principles: Jacques Herzog and Pierre de Meuron Based in
Basel, Switzerland Founded in 1978 Style: Combines the artistry of
European tradition with the fresh approach of a new centurys
technical capabilities in extraordinarily inventive architectural
solutions to their clients needs. Award: Pritzker Aechitecture
Prize 2001 HERZOG & DE MEURON ARCHITEKTEN 2
5. Allianz Arena in Munich sets a new architectural milestone
in stadium design. The architecture of Allianz Arena was modified
from the Olympic Stadium in Munich, which is one of the most well
known post-war architecture in Germany. The white oval building
symbolizes an abstract sculpture in the landscape. The most
striking part of the arena is the unique diamond-shape pattern
facade that resembles blown glass at far which is actually covered
by plastic cushions that can be seen through. The facade is made of
ethylene tetrafluoroehylene (ETFE) foil, which can be illiminated
in the colours of whichever home team is playing. It is the first
football stadium in the world coming out with this exciting and
effective idea that made the stadium became identifiable. The
enclosure design was evolved from a basket-like arrangement of
woven ribbon elements. All these elements reflect in similar
fashion to the Bavarian flag. DESIGN CONCEPT 3
6. MASTIC ASPHALT CONCRETE FILIGREE BEAM FLOOR
REINFORCED-CONCRETE FLOOR BEAM REINFORCED-CONCRETE COMPOSITE COLUMN
PRECAST SPUN CONCRETE COLUMN LIGHTING UNIT FACADE BRACKET ETFE
SHEETING POST-AND-RAIL FACADE WITH DOUBLE GLAZING FIBRE-CEMENT
SHEETING WITH SMOOTH RENDER FINISH SECONDARY CONSTRUCTION The
covering area of the building is split up in the roof consisting of
two-layered white and transparent foil cushions as well as the
facade with foil cushions whose outside is printed. This printed
foil cushions are needed as the stadium will be illuminated by the
individual club colours during soccer matches. This can be achieve
by installing spotlights at the inner side of the facades. The
stadium offers rain-protected seats for approximately 67, 000
spectators. For this purpose, Europes biggest underground car park
is built with approximately 11, 000 parking spaces. Light
transmission into the arena is of 95% which is helped by the
transparent building covering made of air- supported, two-layered
ETFE foil suchions. There are 2816 individual rhomboid cushions
which are connected to a permanent sealing of the sealing joints of
these cushions. The sub structure consists of concrete in which 96
radial, 50 m cantilevering steel framework trusses stiffened by
ring purlins and trusses are planned beneath the roofing. On this
structure, the steel transoms are fixed to whcih the rhomboid
cushions will be water tight connected. CONSTRUCTION METHOD 5
7. STEEL LATTICE STRUCTURE The roof of the arena consists of 50
m cantilevering steel framework trusses that are made in lattice
manner which was supported by the pillars. Structural frames, which
are made up of latticed units that have standardized rods as web
members, are used for large span bays. The loads will be
transmitted from the roof to the cross beams that are located
beneath the framework. It will then transfer to the base.
STRUCTURAL SYSTEM: SKELETAL STRUCTURE ADVANTAGES: Great strength,
high quality, lightweight,uniformity, durable, high ductility and
elasticity. DISADVANTAGES: High maintenance cost, irresistant to
corrosion, thermal transmission 6
8. Air inflated structure is a type of structure that is
permanently inflated by air pressure. The structure covers
facilities that are not used for human occupancy such as water
storage facilities and sewage treatment plants. The inflation of
air has to be amended to withstand the main loads, which are the
internal air pressure, wind force, and the load of snow build-up.
High quality structures will increase the endurable forces, weight
and wind force. To push the structure up from the ground, the air
pressure on the envelope must be equivalent to the air pressure
exerted on the inside ground. Therefore, the structure must be
anchored to the ground securely by using a high weight ground
anchor. STRUCTURAL SYSTEM: SURFACE STRUCTURE AIR INFLATED STRUCTURE
SNOW LOAD TENSION FORCE WIND LOAD INTERNAL PRESSURE TENSION FORCE
7
9. The membrane structure is made of Ethylene Tetrafluoro
Ethylene (ETFE) foil, which is a fluorine based plastic. ETFE are
highly tear resistance and lightweight with high translucency. Due
to its ability on preventing deterioration from moisture and
ultraviolet radiation, it has a long life span. ETFE has been used
as a replacement for glazing because of its high light transmission
properties. ADVANTAGES: Light weight, the possibility of covering
large spans without internal supports, completely prefabricated,
rapid assembly, portability, transparency to light and radio waves,
and low cost. DISADVANTAGES: Regular maintenance of excess pressure
in the Senvelope, the relatively short service life, and poor fire
resistance and acoustic insulation. MATERIAL USED 8
10. The pneumatic structure of the ETFE cushions uses the
principle of pressure difference to support its thin membrane. The
internal pressure is always higher than the atmospheric pressure
which stresses the membrane to the point where it cannot be
indented by asymmetrical loading. The external wind load or snow
load then transmits from the ETFE cushions to the steel rectangular
hollow sections. The load are then transmitted to the steel lattice
structure which then conducts the load to the reinforced concrete
composite column. The load from the column is then distributed to
the beams and then dispersed to the columns on every level of the
arena which is then eventually transferred to the foundation
underground. SECTION LOAD DISTRIBUTION DYNAMIC LOAD STATIC LOAD
9
11. Ethylene Tetrafluoro Ethylene (ETFE) foil cushions were
used as the faade for Allianz Arena. It was divided up into lozenge
shape and was made up of polycarbonate. The ETFE were light in
weight due to the thin membrane which is 0.2mm. Furthermore, ETFE
have high insulating properties and are visually attractive. The
thin membrane was supported by pressure differences. The
pre-stressing of the foil caused by the internal pressure of 300 Pa
in cushions serves primarily to stabilize the cushions against
wind. It was designed in a way to prevent excessive wind forces
acting on the foil, reducing deformation. Other than that, it was
designed to cut down water load acts on the cushions. Also, the
ETFE were joined together with the expansion joint which was known
as the second construction innovation. It was due solely to the
innovation that areas for the steel substructure for the cushion
envelope and in the Allianz Arena could be made continuously.
Without that, the opening and closing of the expansion joint could
possibly destroy the thin foil cushions due to the variation of
temperature in long term. Moreover, that innovation consists of
spring steel plate at each expansion joint in the obtuse corners of
the diamond. To prevent the thin foil from damaging, it translates
the change in the width of the joint into a change in the span of
the cushions. In conclusion, the thickness of foils results in the
unloaded weight of the covering and substructure are directed
together with external loads from wind or snow pressure to the
foundation, the cross-sections and unloaded weights of the entire
load-bearing construction are reduced. LOAD DISTRIBUTION AIR
INFLATED STRUCTURE SNOW LOAD TENSION FORCE WIND LOAD INTERNAL
PRESSURE TENSION FORCE TENSION FORCE 10
12. Allianz Arena has a filigreed roof supporting structure
that cantilevers freely 65 m above the seats, producing protection
for 66,000 spectators. The roof construction consists of 9,000 tons
of steel. It is a combination of both primary and secondary
construction. For the primary construction, the shoulder area and
the 65m long and 10m high lattice trusses of box section design
were used in the lattice construction. The filigreed secondary
construction surrounds the stadium core with a network of Bavarian
diamonds that serves as the supporting structure for the ETFE. The
roof lattice trusses were supported by the floor slabs and columns
of the body. The entire load from the roof was transferred to the
foundation of the building. The wind or snow load that acts on EFTE
were transferred to the expansion joint and it was transmitted
vertically to the roof trusses. Then, all the loads on the roof
trusses were then vertically transferred to all the columns that
can be found in the body of the building. Lastly, all the loads
were then transferred to the foundation. LOAD DISTRIBUTION ROOF
TRUSS STRUCTURE DYNAMIC LOAD SECTION 11
13. MODEL MAKING PROCESS The floor slabs of the arena is built
first by using modelling cards and attaching them to each other to
form the levels of the arena. The details of the structure which
are the columns and beams are added. The staircases are added to
their respective positions. The structure of the rood is set up
using ABS circular tube. The tubes are initially attached to each
other using UHU glue but it was a failed attempt. After a few
experiments, our attempt to attach the tubes together with Super
Glue succeeded. 12
14. MODEL MAKING PROCESS The final completed lattice roof
structure. White PVC foam boards are cut into strips and the strips
are carved into the form and shapes of chairs. The carved staircase
are stuck to the platform prepared. Final completed seating
platform is prepared. Supporting walls behind the lower seatings
are attached to the base of the floor. Seatings on the upper levels
are attached to their positions. 13
15. The making of the detailed model requires multiple testing
with different materials. The initial material used is bronze tubes
but the attempt failed as it cannot be welded. After a few
experiments, aluminum sheets were used as the material to make the
detailed model. The aluminum sheets were attached using hot glue
gun. The final completed detailed model made of modelling board and
aluminum sheets. MODEL MAKING PROCESS 14
16. REFERENCES 1. Metz, T. (n.d.). Herzog & de Meurons
cushiony chameleon glows with rival teams colors. Retrieved June
22, 2015, from
http://www.csus.edu/indiv/s/shawg/articles/arena/stadia.pdf 2. I,
L. (2012, June 22). Allianz Arena - Bayern Munich Football Stadium
- e-architect. Retrieved June 22, 2015, from
http://www.e-architect.co.uk/munich/allianz-arena-munich 3. Angelo,
S. (n.d.). World Stadiums - Stadium Design :: Allianz Arena in
Mnchen. Retrieved June 19, 2015, from
http://www.worldstadiums.com/stadium_menu/architecture/stadium_design/munchen_allianz.shtml
4. Football Mutant Bubble. (2005, July 19). Retrieved June 22,
2015, from http://www.domusweb.it/en/architec-
ture/2005/07/19/football-mutant-bubble.html 5. Nuts and bolts.
(n.d.). Retrieved June 16, 2015, from
https://www.allianz-arena.de/en/fakten/detaillierte-zahlen/ 6.
Argawal, A. (n.d.). Pneumatic structure technology. Retrieved June
18, 2015, from http://www.academ-
ia.edu/2393736/pneumatic_structure_technology 7. Wood, D. (2012,
September 1). Marlins' Retractable Roof Braces Itself for Storms.
Retrieved June 14, 2015, from
http://southeast.construction.com/southeast_construction_projects/2012/0109-miami-marlins-ballpark8217s.asp
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