Stadium - "Bird's Nest"
The National Stadium, known as the "Bird's
Nest", serve as the main venue of the 2008 Beijing Olympic
Games. It is located in the Olympic Green and occupies 21.4 hectares.
It stretches 333 meters from north to south and 298 meters from
east to west, covering an area of 258,000 square meters. The National
Stadium is 68 meters high and holds 91,000 seats, including 11,000
temporary seats. The construction of the National Stadium began
in December of 2003.
The venue hosted the opening and closing ceremonies
of the Beijing Olympic Games and Paralympic Games, the track and
field competitions, and the football finals. After the Olympics,
the stadium will become a large-scale sports and entertainment facility
for the residents of Beijing -- an architectural landmark and Olympic
The National Stadium is surrounded in a sort of
membrane. Unlike China's National Aquatics Center, or "Water
Cube," another Olympic venue which is also surrounded in this
membrane, the Bird's Nest version is curved and double-layered,
offering gracefully decorative soundproof, wind-proof, rain-proof,
and even UVA protection to its already impressive body. The outer
layer of membrane, completely constructed in November of 2007, was
created using 884 individual ETFE panels, covering a total of 38,500
square meters. The inner layer consists of PTFE material. 1,044
panels take up 53,000 square meters of area, whose main purposes
are to better the acoustics in the stadium and to support the equipment
within the steel frame.This special membrane can also help lighting
within the stadium and effectively diminish glare and shadowing,
allowing for a more favorable competition environment.
The main body of the National Stadium has a design
life of 100 years. Its fire resistance capability is first-rate,
and it can withstand an 8-magnitude earthquake. The water-resistance
capability of its underground project is also first-rate.
The main body's elements support each other and
converge into a grid formation, just like a bird's nest with interlocking
branches and twigs.
The construction of the National Stadium followed
the PPP mode (Private + Public + Partnership ), and it is co-owned
by the Beijing State-Owned Assets Management Co. Ltd (BSAM), who
shares 58 percent of the total assets, and the China International
Trust and Investment (CITIC) Consortium, who holds the rest of the
The National Stadium is a complex structure, posing
great difficulties for its designers and constructors.
1. Large and heavy steel parts
The fracture surface of the largest truss column -- the major load-bearing
component of the roof structure -- measures 25m x 20m, with a height
of 67m. The maximum weight of a single column is 500 tons. The main
truss is 12m tall. The maximum span between and through the two
columns amounts to 145.577+112.788m, and the maximum span between
the two trusses stands at 102.39m. Each truss column is of great
bulk and weight, and so are the main trusses.
2. Complex nodal joints
Because the structural elements in the project are box-typed, many
elements intersect spatially among the steel parts. Besides, the
complex nature of secondary structures has resulted in the diversity
of nodal joints of the main structures, requiring accurate and sophisticated
manufacturing and installation.
3. Tight schedule
In addition to the huge workload, the allotted construction period
is short. Having started on December 24, 2003, the project is expected
to be completed by the end of 2007, with the inauguration time scheduled
for March 2008. Therefore many operations have to be conducted on
a limited terrain, causing a very tense situation.
4. The hoisting work extended across the winter
and spring, so the workers have had to defy both rainy and cold
conditions in the winter to continue their work.
The workers have overcome tremendous engineering
and technical challenges in the process of construction:
1. Difficult work arrangement
They need to do very detailed research of operations and follow
meticulous arrangements to complete various kinds of work within
a limited workspace.
2. Difficult hoisting of steel parts
To facilitate the assembly of the steel parts, the workers have
to use a prone position to assemble the truss columns, which requires
a turnover process before they are hoisted. The choice of the hoist
points and lug hooks pose great difficulties in the face of bulky
and cumbersome steel parts, and the change of pulling stress from
three directions must be taken into consideration. The workers need
to meticulously rectify angles and positions of the box-typed sectional
parts to ensure accurate abutment during the hoisting process.
3. Difficult stabilizing process
They also have to fight the heavy wind load and keep the stability
of the steel parts by following a strict working order and use lateral
stability measures including the use of anchoring method and wind-holding
4. Difficult welding
The welders not only face a huge work volume, but also have to work
on both the thin steel sheets and thick steel slabs, on high-strength
and cast steel elements, and take downward, vertical or overhead
positions while welding. They face temperature changes, steel deformation
and intensive labor. They need to work above ground, in winter rain
and under windy conditions.
5. Difficult installation
The workers face difficulties in ensuring accurate installation
as the steel parts and the related gigs and fixtures can be deformed
easily under their own dead weight and the change of temperatures.
The workers must take pre-installation measures to rectify and relieve
the errors that might occur in the process of installation.