Freyssinet - 2000 annual report

Transcription

>
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Annual report 2000
Group profile
>
Three leading companies…
Freyssinet
>
●
Menard Soltraitement
●
Reinforced Earth
...created by three inventors
Eugène Freyssinet
>
●
Louis Ménard
●
Henri Vidal
have combined their skills in…
structures
>
●
soils
...to offer high value added services in
civil engineering
●
construction
●
industry
contents
A group devising solutions.
Identity card
Group profile
1
Editorial
2
Key figures
4
Innovation & development
5
of 2,700 employees. A subsidiary of VINCI,
Operations in 2000
6
the Freyssinet group is one of the world's
Financial information
14
leaders in specialised civil engineering.
The Freyssinet group worldwide
16
In 2000, the Freyssinet group had a managed
turnover of 450 million euros with an average
Annual report 2000
page 1
Group profile
>
Three leading companies…
Freyssinet
>
●
●
Reinforced Earth
...created by three inventors
Eugène Freyssinet
>
●
Louis Ménard
●
Henri Vidal
have combined their skills in…
structures
>
●
soils
...to offer high value added services in
civil engineering
●
construction
●
industry
contents
A group devising solutions.
Identity card
Group profile
1
Editorial
2
Key figures
4
Innovation & development
5
of 2,700 employees. A subsidiary of VINCI,
Operations in 2000
6
the Freyssinet group is one of the world's
14
leaders in specialised civil engineering.
16
In 2000, the Freyssinet group had a managed
turnover of 450 million euros with an average
Annual report 2000
page 1
EDITORIAL
Editorial
A growth
dynamic
In an economic context that is still extremely volatile, with the relative
slowdown in the dynamism of the American economy and its consequences
especially on the Asian economies, the orders taken recorded at the start of 2001
remain buoyant, with, for example, the soil improvement for the future Airbus
380 platform at Hamburg, in Germany, the repair of the Mont Blanc tunnel
T
he Freyssinet group experienced profitable growth during
in France, and the construction of structures for high speed rail lines in Taiwan.
the year 2000. Consolidated turnover rose to 377 million euros,
showing an increase of 4.8% (12.3% on a constant basis*).
Consolidated operating profit increased to 16.5 million euros, or 4.4%
of consolidated turnover and consolidated net profit – the group's
The Freyssinet group is starting 2001 with a solid order book and a healthy
financial situation, both major strengths in ensuring continued profitable
growth.
Jean-Pierre Marchand-Arpoumé
part – at 7.1 million euros, has increased by 48% in relation to the
CEO – Managing Director
previous year.
This solid growth is principally the result of the continued
expansion of the Freyssinet group's international network.
The year 2000 was particularly noteworthy for the integration of two
companies, STTP and MTS, bringing complementary business to Freyssinet
in France, for the start-up of a structures related business in the United States,
and for the strengthening of the group’s presence in Africa, due to our
* Change of the group’s basis concerns Freyssinet S.A. (Spain) and its subsidiaries and results
from the agreements concluded with Freyssinet S.A.’s Spanish shareholder, which today holds
50% of the capital.
increased shareholding in the Egyptian and South African subsidiaries.
With a wider range of services – in structures and soils – and the technological
niches where it grows, the group is even better placed to provide customers with
innovative solutions and meet the demand of the market.
Due to this market fit, the group has increased orders by 3.5% over the
Operational Managers
previous year. Noteworthy amongst the major contracts won in 2000, are:
Deputy Managing Directors
Soils Division
Pierre Berger
the construction of the Sungaï Praï bridge in Malaysia, the Deux Lions
France Division
Bruno Dupety
Structures Division
Pierre Mellier
suspended footbridge at Tours, in France, the repair of the Pigua bridge in
Mexico, the soil improvement for the construction of a shopping centre at
Financial and Legal Division
Jean-François Gouédard
Northern and Eastern Europe Division
Claude Mortier
Alexandria in Egypt and the repair works on the Burnley Tunnel in Australia.
Latin Division
Joël Ponsoda
The Freyssinet group's success is also founded on the dynamism of its teams
and the capacity for innovation that they continually demonstrate.
The manner of sharing know-how around the group by cross-fertilisation
and the exploitation of internal synergies is, along with continued efforts in
research and development, a significant advantage for clients in guaranteeing
North America Division
Thomas Lesgourgues
United Kingdom Division
Roger Warwick
Human Resources
and Communication Director
Claude Lascols
Asia Pacific Division
Scientific Directors
Jean-Marie Cognon
Jean-Philippe Fuzier
the success of their projects.
Freyssinet group
page 2
Annual report 2000
page 3
EDITORIAL
Editorial
A growth
dynamic
In an economic context that is still extremely volatile, with the relative
slowdown in the dynamism of the American economy and its consequences
especially on the Asian economies, the orders taken recorded at the start of 2001
remain buoyant, with, for example, the soil improvement for the future Airbus
380 platform at Hamburg, in Germany, the repair of the Mont Blanc tunnel
T
he Freyssinet group experienced profitable growth during
in France, and the construction of structures for high speed rail lines in Taiwan.
the year 2000. Consolidated turnover rose to 377 million euros,
showing an increase of 4.8% (12.3% on a constant basis*).
Consolidated operating profit increased to 16.5 million euros, or 4.4%
of consolidated turnover and consolidated net profit – the group's
The Freyssinet group is starting 2001 with a solid order book and a healthy
financial situation, both major strengths in ensuring continued profitable
growth.
part – at 7.1 million euros, has increased by 48% in relation to the
previous year.
This solid growth is principally the result of the continued
expansion of the Freyssinet group's international network.
The year 2000 was particularly noteworthy for the integration of two
companies, STTP and MTS, bringing complementary business to Freyssinet
in France, for the start-up of a structures related business in the United States,
and for the strengthening of the group’s presence in Africa, due to our
* Change of the group’s basis concerns Freyssinet S.A. (Spain) and its subsidiaries and results
from the agreements concluded with Freyssinet S.A.’s Spanish shareholder, which today holds
50% of the capital.
increased shareholding in the Egyptian and South African subsidiaries.
With a wider range of services – in structures and soils – and the technological
niches where it grows, the group is even better placed to provide customers with
innovative solutions and meet the demand of the market.
Due to this market fit, the group has increased orders by 3.5% over the
Operational Managers
previous year. Noteworthy amongst the major contracts won in 2000, are:
Deputy Managing Directors
Soils Division
Pierre Berger
the construction of the Sungaï Praï bridge in Malaysia, the Deux Lions
France Division
Bruno Dupety
Structures Division
Pierre Mellier
suspended footbridge at Tours, in France, the repair of the Pigua bridge in
Mexico, the soil improvement for the construction of a shopping centre at
Financial and Legal Division
Northern and Eastern Europe Division
Claude Mortier
Alexandria in Egypt and the repair works on the Burnley Tunnel in Australia.
Latin Division
Joël Ponsoda
The Freyssinet group's success is also founded on the dynamism of its teams
and the capacity for innovation that they continually demonstrate.
The manner of sharing know-how around the group by cross-fertilisation
and the exploitation of internal synergies is, along with continued efforts in
research and development, a significant advantage for clients in guaranteeing
North America Division
Thomas Lesgourgues
United Kingdom Division
Roger Warwick
Human Resources
and Communication Director
Claude Lascols
Asia Pacific Division
Scientific Directors
Jean-Marie Cognon
Jean-Philippe Fuzier
the success of their projects.
Freyssinet group
page 2
Annual report 2000
page 3
Innovation & Development
Key figures
Consolidated turnover: Workforce:
2,700 people
377 million euros
Managed turnover: (consolidated 2,550)
Resources
for innovation
T
446 million euros
he Freyssinet group's spending on Research and
Development represents more than 1% of its turnover.
It has increased, in relation to previous years, to 4.4 million
euros invested in 2000.
Workforce
Breakdown by activities
Thanks to these investments, to the various test centres run
both in France and abroad and to industrial partnerships, the
Structures 61%
year 2000 saw new developments in the fields of structures
and soils.
Technicians
33%
Soils 39%
New Works 31%
Engineers and
executives
17%
In the structures field, suspension cables, in particular, have benefited from these
efforts. In France, this work was awarded the FNTP's (National Civil Engineering
Federation) prize for innovation for COHESTRAND™, a new highly protected
strand that can be replaced individually, which makes it easier to maintain
structures on which it is used.
In the soils field, the group continued to develop controlled modulus columns
and perfect the technologies used for precast arches and retaining walls. This has
Foremen and
workmen
50%
Repairs 30%
led to the design of a new system called FREYSSIBLOCK™.
In total, the Freyssinet group’s patent portfolio includes today 190 patents.
Within this context, the "Structures" and "Soils" divisions, each with
its own Scientific and Technical Department, make a very high
Breakdown by divisions
value added methodological and technological contribution to
operations worldwide.
Northern and Eastern
Europe 4%
United
Kingdom 6%
200
Group’s patents
They are the main vectors of technology transfer, which may go
New
as far as setting up a joint venture with a local company to
Existing
Asia 21%
North
America 14%
facilitate transfer of the technologies used in a project.
150
150
Regarding quality certification issues, the Freyssinet
Latin 21%
As
ia
-
Pa
ci
Structures
& Soils 15%
fic
Di
Fr
vi
an
si
on
ce
St
87
D
ru
iv
9
is
La
ct
i
on
ur
tin
es
54
Di
&
3
vi
So
No
si
o
i
rt
n
ls
h
37
Di
Am
2
vi
si
er
o
n
ic
An
s3
a
gl
Di
37
ov
No
is
Sa
i
rt
on
xo
he
n
19
rn
Di
6
vi
Eu
s
ro
io
n
pe
116
Di
vi
si
on
10
9
group regularly renews the certification of its various
subsidiaries and agencies and supports the measures
100
100
taken by those entities that are not already certified in
order to operate in strictest conformity with the
current international standards. Today, most of its
50
50
subsidiaries are ISO 9000 certified.
France 19%
0
1998
Freyssinet group
page 4
1999
2000
Annual report 2000
page 5
Innovation & Development
Key figures
Consolidated turnover: Workforce:
2,700 people
377 million euros
Managed turnover: (consolidated 2,550)
Resources
for innovation
T
446 million euros
he Freyssinet group's spending on Research and
Development represents more than 1% of its turnover.
It has increased, in relation to previous years, to 4.4 million
euros invested in 2000.
Workforce
Breakdown by activities
Thanks to these investments, to the various test centres run
both in France and abroad and to industrial partnerships, the
Structures 61%
year 2000 saw new developments in the fields of structures
and soils.
Technicians
33%
Soils 39%
New Works 31%
Engineers and
executives
17%
In the structures field, suspension cables, in particular, have benefited from these
efforts. In France, this work was awarded the FNTP's (National Civil Engineering
Federation) prize for innovation for COHESTRAND™, a new highly protected
strand that can be replaced individually, which makes it easier to maintain
structures on which it is used.
In the soils field, the group continued to develop controlled modulus columns
and perfect the technologies used for precast arches and retaining walls. This has
Foremen and
workmen
50%
Repairs 30%
led to the design of a new system called FREYSSIBLOCK™.
In total, the Freyssinet group’s patent portfolio includes today 190 patents.
Within this context, the "Structures" and "Soils" divisions, each with
its own Scientific and Technical Department, make a very high
Breakdown by divisions
value added methodological and technological contribution to
operations worldwide.
Northern and Eastern
Europe 4%
United
Kingdom 6%
200
Group’s patents
They are the main vectors of technology transfer, which may go
New
as far as setting up a joint venture with a local company to
Existing
Asia 21%
North
America 14%
facilitate transfer of the technologies used in a project.
150
150
Regarding quality certification issues, the Freyssinet
Latin 21%
As
ia
-
Pa
ci
Structures
& Soils 15%
fic
Di
Fr
vi
an
si
on
ce
St
87
D
ru
iv
9
is
La
ct
i
on
ur
tin
es
54
Di
&
3
vi
So
No
si
o
i
rt
n
ls
h
37
Di
Am
2
vi
si
er
o
n
ic
An
s3
a
gl
Di
37
ov
No
is
Sa
i
rt
on
xo
he
n
19
rn
Di
6
vi
Eu
s
ro
io
n
pe
116
Di
vi
si
on
10
9
group regularly renews the certification of its various
subsidiaries and agencies and supports the measures
100
100
taken by those entities that are not already certified in
order to operate in strictest conformity with the
current international standards. Today, most of its
50
50
subsidiaries are ISO 9000 certified.
France 19%
0
1998
Freyssinet group
page 4
1999
2000
Annual report 2000
page 5
OPERATIONS IN 2000 / STRUCTURES
structures
OPERATIONS
IN
2000
Porto Rico, construction
of San Juan metro.
Spain, AVE high-speed line between
Madrid and Barcelona.
Australia, completion
of Park Plazza building
in Sydney.
New constructions
structures
& soils
THE GROUP’S
CONSOLIDATED TURNOVER
WENT UP BY 4.8%
AT 377 MILLION EUROS
Prestressing. Business in this field, the original speciality
of the Freyssinet group, held up very well in 2000.
Civil engineering works
In Puerto-Rico, for the construction of the
new San Juan metro, the group is involved
in the building of several viaducts
with a total length of 9 km.
In Spain, Freyssinet has secured an important
contract on the new high-speed rail link
between Madrid and Barcelona. The work
includes participation in the construction
of two sections (eight viaducts), the supply
and installation of the prestressing systems.
In Thailand, the group won the contract
to supply, install and provide technical
assistance about the prestressing systems
and for the design of the construction
methods for the Wat Nakorn In bridge
and its approach works (5 contracts in total).
In Australia, the group supplied and installed
the prestressing systems for an 8.5 km railway
viaduct linking Brisbane to the international
airport.
Buildings
Again in Australia, it is noteworthy that in
March the company finished the prestressing
of the floors of the Park Plazza office building
(210 m high, 53 floors, four of which
are underground), a total of 120,000 m 2
of prestressed concrete slabs.
In Great Britain, work started in late 1999
on the new exhibition centre on the Thames,
the ExCel centre (65,000 m 2, opening in 2001),
with a high load bearing capacity (20 kN/m 2)
for heavy exhibitions, was finished. The group
also built the two truck access road slabs
and the West Podium slab, giving a total
area of 78,600 m 2 of prestressed concrete
slabs built in record time.
In Singapore, the group prestressed slabs
and girders for the construction of nine
residential buildings with 19 stories and
of a 7-level car park, totalling 104,000 m 2
of prestressing work.
Industry
In Taiwan, the construction of the three
largest LPG (liquefied petroleum gas)
reservoirs (80,000 m 3 each) on the island
at Mia-Lao has been completed in the
Formosa Plastics Complex.
In Turkey, Freysas has supplied and installed
the prestressing systems for three gas tanks
in an LNG (liquefied natural gas) storage
complex at Aliaga. The project started
in February 2000 and should end in
April 2001.
Annual report 2000
page 7
structures
OPERATIONS
IN
2000
Porto Rico, construction
of San Juan metro.
Spain, AVE high-speed line between
Madrid and Barcelona.
Australia, completion
of Park Plazza building
in Sydney.
New constructions
structures
& soils
THE GROUP’S
CONSOLIDATED TURNOVER
WENT UP BY 4.8%
AT 377 MILLION EUROS
Prestressing. Business in this field, the original speciality
of the Freyssinet group, held up very well in 2000.
Civil engineering works
In Puerto-Rico, for the construction of the
new San Juan metro, the group is involved
in the building of several viaducts
with a total length of 9 km.
In Spain, Freyssinet has secured an important
contract on the new high-speed rail link
between Madrid and Barcelona. The work
includes participation in the construction
of two sections (eight viaducts), the supply
and installation of the prestressing systems.
In Thailand, the group won the contract
to supply, install and provide technical
assistance about the prestressing systems
and for the design of the construction
methods for the Wat Nakorn In bridge
and its approach works (5 contracts in total).
In Australia, the group supplied and installed
the prestressing systems for an 8.5 km railway
viaduct linking Brisbane to the international
airport.
Buildings
Again in Australia, it is noteworthy that in
March the company finished the prestressing
of the floors of the Park Plazza office building
(210 m high, 53 floors, four of which
are underground), a total of 120,000 m 2
of prestressed concrete slabs.
In Great Britain, work started in late 1999
on the new exhibition centre on the Thames,
the ExCel centre (65,000 m 2, opening in 2001),
with a high load bearing capacity (20 kN/m 2)
for heavy exhibitions, was finished. The group
also built the two truck access road slabs
and the West Podium slab, giving a total
area of 78,600 m 2 of prestressed concrete
slabs built in record time.
In Singapore, the group prestressed slabs
and girders for the construction of nine
residential buildings with 19 stories and
of a 7-level car park, totalling 104,000 m 2
of prestressing work.
Industry
In Taiwan, the construction of the three
largest LPG (liquefied petroleum gas)
reservoirs (80,000 m 3 each) on the island
at Mia-Lao has been completed in the
Formosa Plastics Complex.
In Turkey, Freysas has supplied and installed
the prestressing systems for three gas tanks
in an LNG (liquefied natural gas) storage
complex at Aliaga. The project started
in February 2000 and should end in
April 2001.
Annual report 2000
page 7
>>> New constructions
Cable stayed structures
Cable stayed bridges
Suspension bridges and footbridges
In the United States, the group finished
installing the stay cables of the bridge over
the Charles River in Boston, which has an
average span of 227 m. Its originality lies in its
width (a world record) and the asymmetrical
nature of two carriageways out of a total of 10,
which are placed in cantilever to the east
of the bridge.
In France, work has finished on the bridge
over the Rhône linking Tarascon with Beaucaire.
On this 410 m long bridge, with a central span
In France, Freyssinet, as main contractor,
constructed a 235 m span footbridge at Tours,
a light structure designed by the architect
Alain Spielmann crossing the river Cher.
In Belgium, for the Pont de l’Observatoire, a
structure with a total length of 200 m designed
to link the future Guillemins TGV station (near
Liège) and the E25 motorway, Freyssinet supplied
and installed 42 hangers and the anchors
for the foundations of the hammer piers
supporting the deck of the additional viaduct.
INAUGURATION OF THE MY THUAN BRIDGE (VIETNAM)
On the 21 st of May 2000, the My Thuan bridge, crossing the north
arm of the Mekong river, was inaugurated. Located 140 km south
of Ho Chi Minh City, it is the first cable stayed bridge in Vietnam.
It measures 1,535 m in length, 23.66 m in width and has a main
bridge (660 m in total) cable stayed by Freyssinet and two access
viaducts. The My Thuan bridge was opened to traffic at the end
of 2000, after 3 years under construction.
OPERATIONS IN 2000
Great-Britain, completion of works
at the ExCel exhibition centre in London.
of 192 m, Freyssinet supplied and installed
the 96 stay cables.
In the Dominican Republic, the group supplied
and installed 88 stay cables on a 606 m bridge
over the Rio Higuamo, at San Pedro de Macoris.
Another notable achievement of last year was
the completion of the Seohae bridge in Korea,
over the bay of Asan. On this 7,310 m long
structure, Freyssinet was involved both on the
main viaduct (prestressing the towers, supply
and installation of the stay cables) and
on 52 access spans (prefabrication of the
segments, deck erecting equipment, prestressing
the deck and the piers, supply and installation
of the bearings).
Freyssinet group
page 8
In The Netherlands, Freyssinet provided
suspensions made of 22 Macalloy bars and
two stay cables for a bridge for pedestrians
and cyclists specially designed to fit into
a landscaped park located near Amsterdam's
Schipol airport.
In Poland, Freyssinet has just finished
constructing three cable stayed footbridges:
the one at Bedzin, located on route No.1
linking Warsaw with Katiwice, the Luk Gandski
footbridge on motorway No.4 linking Warsaw
with Gliwice, and another at Luk Erosa,
near Opole, also on the A4.
In Romania, Freyssinet supplied and installed
the 56 hangers of an arch bridge with a span
of 172 m, providing the main road access to the
town of Cernavoda, in the Constanta region.
Lastly in Spain, Freyssinet installed the stay
cables of the Murta stadium roof in Xativa
near Valencia.
France, bridge linking
Tarascon and Beaucaire
over the Rhône.
Turkey, LNG storage complex
at Aliaga.
France, Deux Lions
footbridge at Tours.
Improvement and durability of structures
Repair
In Kosovo the renovation of the west bridge
at Mitrovica was achieved by associating
the local communities, who had clashed during
the conflict that shook the region in 1999.
In France, the total renovation of a 240 m
travelling crane located in a factory belonging
to Ciments Calcia in the Yvelines department
should also be mentioned.
Another emergency repair was made at the
Vincennes zoo (near Paris) for the big cat house,
for the Algazelles alley and for the keepers'
station alley.
Again in France, the repair of the Saint-Just-SaintRambert bridge, to the north of Saint-Etienne,
on the Loire is worthnoting.
In Spain, various repair works were undertaken
in 2000, notably, the Puente Vell in Bocairent
near Valencia.
Replacing equipment
In Malaysia, the stay cables were partially
replaced on the Penang bridge (inaugurated
in 1985) without interrupting traffic. The work
began in February and finished in December.
In France, the suspension cables of the
Chartrouse bridge, in the Camargue, were
replaced with new cables designed by Freyssinet
(FNTP innovation award in January 2001).
This 80 year-old bridge was showing signs
of very advanced corrosion of its cables.
As well as completely replacing them,
the maximum load was increased
from 12 to 19 tonnes.
Annual report 2000
page 9
>>> New constructions
Cable stayed structures
Cable stayed bridges
Suspension bridges and footbridges
In the United States, the group finished
installing the stay cables of the bridge over
the Charles River in Boston, which has an
average span of 227 m. Its originality lies in its
width (a world record) and the asymmetrical
nature of two carriageways out of a total of 10,
which are placed in cantilever to the east
of the bridge.
In France, work has finished on the bridge
over the Rhône linking Tarascon with Beaucaire.
On this 410 m long bridge, with a central span
In France, Freyssinet, as main contractor,
constructed a 235 m span footbridge at Tours,
a light structure designed by the architect
Alain Spielmann crossing the river Cher.
In Belgium, for the Pont de l’Observatoire, a
structure with a total length of 200 m designed
to link the future Guillemins TGV station (near
Liège) and the E25 motorway, Freyssinet supplied
and installed 42 hangers and the anchors
for the foundations of the hammer piers
supporting the deck of the additional viaduct.
INAUGURATION OF THE MY THUAN BRIDGE (VIETNAM)
On the 21 st of May 2000, the My Thuan bridge, crossing the north
arm of the Mekong river, was inaugurated. Located 140 km south
of Ho Chi Minh City, it is the first cable stayed bridge in Vietnam.
It measures 1,535 m in length, 23.66 m in width and has a main
bridge (660 m in total) cable stayed by Freyssinet and two access
viaducts. The My Thuan bridge was opened to traffic at the end
of 2000, after 3 years under construction.
OPERATIONS IN 2000
Great-Britain, completion of works
at the ExCel exhibition centre in London.
of 192 m, Freyssinet supplied and installed
the 96 stay cables.
In the Dominican Republic, the group supplied
and installed 88 stay cables on a 606 m bridge
over the Rio Higuamo, at San Pedro de Macoris.
Another notable achievement of last year was
the completion of the Seohae bridge in Korea,
over the bay of Asan. On this 7,310 m long
structure, Freyssinet was involved both on the
main viaduct (prestressing the towers, supply
and installation of the stay cables) and
on 52 access spans (prefabrication of the
segments, deck erecting equipment, prestressing
the deck and the piers, supply and installation
of the bearings).
Freyssinet group
page 8
In The Netherlands, Freyssinet provided
suspensions made of 22 Macalloy bars and
two stay cables for a bridge for pedestrians
and cyclists specially designed to fit into
a landscaped park located near Amsterdam's
Schipol airport.
In Poland, Freyssinet has just finished
constructing three cable stayed footbridges:
the one at Bedzin, located on route No.1
linking Warsaw with Katiwice, the Luk Gandski
footbridge on motorway No.4 linking Warsaw
with Gliwice, and another at Luk Erosa,
near Opole, also on the A4.
In Romania, Freyssinet supplied and installed
the 56 hangers of an arch bridge with a span
of 172 m, providing the main road access to the
town of Cernavoda, in the Constanta region.
Lastly in Spain, Freyssinet installed the stay
cables of the Murta stadium roof in Xativa
near Valencia.
France, bridge linking
Tarascon and Beaucaire
over the Rhône.
Turkey, LNG storage complex
at Aliaga.
France, Deux Lions
footbridge at Tours.
Improvement and durability of structures
Repair
In Kosovo the renovation of the west bridge
at Mitrovica was achieved by associating
the local communities, who had clashed during
the conflict that shook the region in 1999.
In France, the total renovation of a 240 m
travelling crane located in a factory belonging
to Ciments Calcia in the Yvelines department
should also be mentioned.
Another emergency repair was made at the
Vincennes zoo (near Paris) for the big cat house,
for the Algazelles alley and for the keepers'
station alley.
Again in France, the repair of the Saint-Just-SaintRambert bridge, to the north of Saint-Etienne,
on the Loire is worthnoting.
In Spain, various repair works were undertaken
in 2000, notably, the Puente Vell in Bocairent
near Valencia.
Replacing equipment
In Malaysia, the stay cables were partially
replaced on the Penang bridge (inaugurated
in 1985) without interrupting traffic. The work
began in February and finished in December.
In France, the suspension cables of the
Chartrouse bridge, in the Camargue, were
replaced with new cables designed by Freyssinet
(FNTP innovation award in January 2001).
This 80 year-old bridge was showing signs
of very advanced corrosion of its cables.
As well as completely replacing them,
the maximum load was increased
from 12 to 19 tonnes.
Annual report 2000
page 9
OPERATIONS IN 2000 / SOILS
soils
>>> Improvement and durability of structures
Prestressing
the Régébéton® process was carried out
at the Kodak plant at Châlon-sur-Saône.
In Italy, work started in October 1999
and has continued this year on the six viaducts
on the Brenner Pass, between Bolzano
and Chiusa (girder bridges dating from the end
of the sixties). The work on the upper side
includes waterproofing and the replacement
of expansion joints; and on the underside,
the concrete will be repaired. The work is
planned to finish in 2002.
Watertightness works carried out in France
included repair of water towers in Châtillon,
Rambouillet, Bouloc and Vacquier (both
in Haute-Garonne department) FreymingMerlebach, and repair of the Olivettes
dam in Hérault department.
In Spain, the restoration of the Santa Inès
In Kuwait, the general work on strengthening
and rebuilding four spans of the Bubiyan
bridge, destroyed during the Gulf war ended
during 2000. The works included the rebuilding
of the spans by assembling, the launching
of box girders and the strengthening of the deck
by additional prestressing.
In France, the Viosne viaduct, in the Val d’Oise
department, was strengthened by additional
prestressing.
Widening decks
In Vietnam, the Saigon bridge, to the north
of Ho Chi Min City, was widened from 19.1
to 24 m to deal with the increased traffic
on one of the country's main roads and
strengthened to increase its load bearing
France, works for
the water treatment
station in Reims.
United States, road bridge abutments
for the Moranci mine.
Spain, TechSpan® arch at Torremocha
on the AVE line.
New works
Reinforced Earth®. In 2000, the business of building
retaining walls and bridge abutments experienced
OPERATIONS IN 2000
a sustained level of demand.
France, Gargenville plant
(Ciments Calcia).
capacity to 30 tonnes. Inaugurated on
the 30 th of June 2000 after two years work
with no interruption of the traffic, the bridge
has two new carriageways.
Strengthening and Protection
In France, we should note the strengthening
carried out from mid-April to mid-June on
the floor of three levels of a hospital building
in the Pas-de-Calais department. This was
done by the cold bonding of TFC® instead
of metal reinforcement. Working in this way
saved considerable time and meant that
the building could still be used without
interruption, as well as reducing the space
taken up by false ceilings.
Bonded TFC® fabric was also used from
mid-October to mid-December in the
rehabilitation project of an A7 motorway
bridge in the Drôme department.
A concrete treatment operation using
Freyssinet group
page 10
monastery (founded in 1375) in the centre of
Seville, made up of a set of cloisters,
outbuildings and courtyards is of note.
Other historical monuments were restored;
the Sant Domenech convent, and, more original,
the blast-furnace of Sagunto, also in Spain.
Installing instruments and monitoring
In Portugal, instruments were installed at the
start of 2000 on the stay cables of the
Santarem bridge the group had finished
installing in December 1999 so that various
Portuguese institutions could check the
tensions at a later date.
The following works should also be mentioned:
accoustic monitoring of the Rande bridge
near Vigo in Spain, and analysis of concrete,
installation of sound instruments and
behavioural survey of an industrial building
suffering structural disorder at Suippes
(Marne department) in France.
Retaining walls and bridge abutments
Tunnels and underpasses
In the United States, on the Moranci mines project,
composite abutments (TerraClass and Terratrel)
were used to create a road bridge.
In Venezuela, a new motorway required the
construction of about fifteen bridge abutments
and their access ramps.
In Europe, the most notable projects were,
in France, the construction of 12,000 m2 of walls
on the A51 motorway and in Spain, where several
motorway projects resulted in the construction
of retaining walls and abutments.
In Malaysia, 20,000 m2 of walls were designed and
supplied as part of the construction of the elevated
motorway from Ampang to Kuala Lumpur.
In Australia, the group has won a contract
to provide the abutments for 12 bridges to be
built on the Kwinana motorway and to build
a 17 m high wall in TerraMet (semi-elliptical
facing elements in galvanised steel)
for the Pilbara iron mine.
The construction of tunnels and underpasses
was also very important in 2000.
In Great Britain, the creation of the
Millennium Coastal Park on industrial
wasteland interspersed with railway lines
required the construction of two landscaped
tunnels covering the lines. Built using
TechSpan® arches, this project received
the Institution of Civil Engineers Prize and
two nominations for the British Industrial
Construction prize, thus recognising the
success of this turnkey project executed
within a tight budget and lead times.
In Spain, TechSpan® arches were installed
on the new AVE high-speed rail line under
construction between Madrid and Barcelona.
In Australia, an arch was installed to carry
a motorway over a railway line near Perth.
Associated with retaining walls in Reinforced
Earth®, the half-shells were installed in two
days, which is a real technological feat.
Annual report 2000
page 11
soils
>>> Improvement and durability of structures
Prestressing
the Régébéton® process was carried out
at the Kodak plant at Châlon-sur-Saône.
In Italy, work started in October 1999
and has continued this year on the six viaducts
on the Brenner Pass, between Bolzano
and Chiusa (girder bridges dating from the end
of the sixties). The work on the upper side
includes waterproofing and the replacement
of expansion joints; and on the underside,
the concrete will be repaired. The work is
planned to finish in 2002.
Watertightness works carried out in France
included repair of water towers in Châtillon,
Rambouillet, Bouloc and Vacquier (both
in Haute-Garonne department) FreymingMerlebach, and repair of the Olivettes
dam in Hérault department.
In Spain, the restoration of the Santa Inès
In Kuwait, the general work on strengthening
and rebuilding four spans of the Bubiyan
bridge, destroyed during the Gulf war ended
during 2000. The works included the rebuilding
of the spans by assembling, the launching
of box girders and the strengthening of the deck
by additional prestressing.
In France, the Viosne viaduct, in the Val d’Oise
department, was strengthened by additional
prestressing.
Widening decks
In Vietnam, the Saigon bridge, to the north
of Ho Chi Min City, was widened from 19.1
to 24 m to deal with the increased traffic
on one of the country's main roads and
strengthened to increase its load bearing
France, works for
the water treatment
station in Reims.
United States, road bridge abutments
for the Moranci mine.
Spain, TechSpan® arch at Torremocha
on the AVE line.
New works
Reinforced Earth®. In 2000, the business of building
retaining walls and bridge abutments experienced
OPERATIONS IN 2000
a sustained level of demand.
France, Gargenville plant
(Ciments Calcia).
capacity to 30 tonnes. Inaugurated on
the 30 th of June 2000 after two years work
with no interruption of the traffic, the bridge
has two new carriageways.
Strengthening and Protection
In France, we should note the strengthening
carried out from mid-April to mid-June on
the floor of three levels of a hospital building
in the Pas-de-Calais department. This was
done by the cold bonding of TFC® instead
of metal reinforcement. Working in this way
saved considerable time and meant that
the building could still be used without
interruption, as well as reducing the space
taken up by false ceilings.
Bonded TFC® fabric was also used from
mid-October to mid-December in the
rehabilitation project of an A7 motorway
bridge in the Drôme department.
A concrete treatment operation using
Freyssinet group
page 10
monastery (founded in 1375) in the centre of
Seville, made up of a set of cloisters,
outbuildings and courtyards is of note.
Other historical monuments were restored;
the Sant Domenech convent, and, more original,
the blast-furnace of Sagunto, also in Spain.
Installing instruments and monitoring
In Portugal, instruments were installed at the
start of 2000 on the stay cables of the
Santarem bridge the group had finished
installing in December 1999 so that various
Portuguese institutions could check the
tensions at a later date.
The following works should also be mentioned:
accoustic monitoring of the Rande bridge
near Vigo in Spain, and analysis of concrete,
installation of sound instruments and
behavioural survey of an industrial building
suffering structural disorder at Suippes
(Marne department) in France.
Retaining walls and bridge abutments
Tunnels and underpasses
In the United States, on the Moranci mines project,
composite abutments (TerraClass and Terratrel)
were used to create a road bridge.
In Venezuela, a new motorway required the
construction of about fifteen bridge abutments
and their access ramps.
In Europe, the most notable projects were,
in France, the construction of 12,000 m2 of walls
on the A51 motorway and in Spain, where several
motorway projects resulted in the construction
of retaining walls and abutments.
In Malaysia, 20,000 m2 of walls were designed and
supplied as part of the construction of the elevated
motorway from Ampang to Kuala Lumpur.
In Australia, the group has won a contract
to provide the abutments for 12 bridges to be
built on the Kwinana motorway and to build
a 17 m high wall in TerraMet (semi-elliptical
facing elements in galvanised steel)
for the Pilbara iron mine.
The construction of tunnels and underpasses
was also very important in 2000.
In Great Britain, the creation of the
Millennium Coastal Park on industrial
wasteland interspersed with railway lines
required the construction of two landscaped
tunnels covering the lines. Built using
TechSpan® arches, this project received
the Institution of Civil Engineers Prize and
two nominations for the British Industrial
Construction prize, thus recognising the
success of this turnkey project executed
within a tight budget and lead times.
In Spain, TechSpan® arches were installed
on the new AVE high-speed rail line under
construction between Madrid and Barcelona.
In Australia, an arch was installed to carry
a motorway over a railway line near Perth.
Associated with retaining walls in Reinforced
Earth®, the half-shells were installed in two
days, which is a real technological feat.
Annual report 2000
page 11
Improvement and durability of soils
Improving existing works
Another star project of last year using the
TechSpan® technology was carried out in Italy
to widen the A1 motorway between Milan
and Naples from two to three carriageways.
It consisted in widening two tunnels near Orte
a Fiano, to the north of Rome, by 11 m. The work
was done at night, so as not to interfere
with the traffic.
As far as road widening is concerned, the group
constructed TerraTrel walls combined with
60 m, to create an area of land whose surface
has small irregularities thus allowing the setting
up of an activity estate.
In Germany, the consolidation of land fill allowed
the IBM research centre at Mainz, whose soil
covered an old quarry, to be extended. Ménard
tested dynamic compaction on a limited
area and was thus able to apply a maximum
vibration abatement procedure in order not
to disrupt the computer production operations
being carried out in the existing buildings
OPERATIONS IN 2000
Italy, laying of arches
at Orte A Fiano.
anchor rods that pass through the Reinforced
Earth® banks on the RN 2 at Kei Cuttings,
in South Africa. They ensure the short
and long term stability of the excavations
of this structure.
In France, a historic monument (a church
built in 1776) strengthened at Saint-Nicolasla-Chapelle in Savoie. The building, built as
an overhang on a spur of rock and on a morainic
bank that slips 1 mm a year, had many cracks.
The strengthening consisted of installing
vertical micropiles associated with an anchored
wall to support the terrain.
In situ soil treatment
Many soil treatments were carried out in 2000.
In France, of note was the dynamic compaction
of 4 hectares of open cast mines near
Saint-Etienne with a land fill height of about
Freyssinet group
page 12
and requiring a vibration threshold of less
than 70 micrometers per second. The whole
site of 65,000 m2 was treated in 6 months
and the improvement measured by regular
pressiometric drillings.
In Korea, soil improvement works – in heavy
clay and at great depths – were carried out
by preloading associated with vertical drains.
This solution was chosen in preference
to traditional solutions using piles. The hockey
stadium at Kangso Gu, near to Pusan, will be
built on this land (more than 20 hectares
including the main stadium, which will
accommodate 20,000 spectators).
The first phase, now completed, included
the installation of more than 700,000 linear
metres of vertical drains, the second phase,
involving more than a million linear metres
of drains, started in July 2000.
Korea, Jangyoo water treatment
station site.
France, Saint-Nicolas-la-Chapelle
strengthening.
Noteworthy also was the completion of the
work on the Jangyoo water treatment station
(started in August 1998) with impressive results:
85,000 m2 compacted to a depth of 6 m
using the novel Vacuum® solution.
Bulk treatment
with incorporation of materials
In France, important work has been carried out
on the Paris Oise development area at Longueil.
Dynamic compaction combined with stone
blocks has improved the land before 73,000 m2
of building are constructed. The last two phases
consisted in installing stone columns using
vibratory compacter with acounting damping.
In Reims, the group built 30,000 metres
of controlled modulus columns (CMC) in only two
months and a half, to stabilise the soil on which
a new water treatment station was to be built.
France, Paris Oise development
area at Longueil.
Another important site was the Bouc Bel Air
project in Southern France. The work consisted
in improving 12,000 m2 of soil to compensate for
a difference in level between the two platforms.
The project was successfully converted
in three months.
In Malaysia, stone columns were created on the
Kajang ring road, to the south of Kuala Lumpur,
on a surface area of 4,700 m2. The works were
carried out using the bottom-feed process.
Annual report 2000
page 13
Improvement and durability of soils
Improving existing works
Another star project of last year using the
TechSpan® technology was carried out in Italy
to widen the A1 motorway between Milan
and Naples from two to three carriageways.
It consisted in widening two tunnels near Orte
a Fiano, to the north of Rome, by 11 m. The work
was done at night, so as not to interfere
with the traffic.
As far as road widening is concerned, the group
constructed TerraTrel walls combined with
60 m, to create an area of land whose surface
has small irregularities thus allowing the setting
up of an activity estate.
In Germany, the consolidation of land fill allowed
the IBM research centre at Mainz, whose soil
covered an old quarry, to be extended. Ménard
tested dynamic compaction on a limited
area and was thus able to apply a maximum
vibration abatement procedure in order not
to disrupt the computer production operations
being carried out in the existing buildings
OPERATIONS IN 2000
Italy, laying of arches
at Orte A Fiano.
anchor rods that pass through the Reinforced
Earth® banks on the RN 2 at Kei Cuttings,
in South Africa. They ensure the short
and long term stability of the excavations
of this structure.
In France, a historic monument (a church
built in 1776) strengthened at Saint-Nicolasla-Chapelle in Savoie. The building, built as
an overhang on a spur of rock and on a morainic
bank that slips 1 mm a year, had many cracks.
The strengthening consisted of installing
vertical micropiles associated with an anchored
wall to support the terrain.
In situ soil treatment
Many soil treatments were carried out in 2000.
In France, of note was the dynamic compaction
of 4 hectares of open cast mines near
Saint-Etienne with a land fill height of about
Freyssinet group
page 12
and requiring a vibration threshold of less
than 70 micrometers per second. The whole
site of 65,000 m2 was treated in 6 months
and the improvement measured by regular
pressiometric drillings.
In Korea, soil improvement works – in heavy
clay and at great depths – were carried out
by preloading associated with vertical drains.
This solution was chosen in preference
to traditional solutions using piles. The hockey
stadium at Kangso Gu, near to Pusan, will be
built on this land (more than 20 hectares
including the main stadium, which will
accommodate 20,000 spectators).
The first phase, now completed, included
the installation of more than 700,000 linear
metres of vertical drains, the second phase,
involving more than a million linear metres
of drains, started in July 2000.
Korea, Jangyoo water treatment
station site.
France, Saint-Nicolas-la-Chapelle
strengthening.
Noteworthy also was the completion of the
work on the Jangyoo water treatment station
(started in August 1998) with impressive results:
85,000 m2 compacted to a depth of 6 m
using the novel Vacuum® solution.
Bulk treatment
with incorporation of materials
In France, important work has been carried out
on the Paris Oise development area at Longueil.
Dynamic compaction combined with stone
blocks has improved the land before 73,000 m2
of building are constructed. The last two phases
consisted in installing stone columns using
vibratory compacter with acounting damping.
In Reims, the group built 30,000 metres
of controlled modulus columns (CMC) in only two
months and a half, to stabilise the soil on which
a new water treatment station was to be built.
France, Paris Oise development
area at Longueil.
Another important site was the Bouc Bel Air
project in Southern France. The work consisted
in improving 12,000 m2 of soil to compensate for
a difference in level between the two platforms.
The project was successfully converted
in three months.
In Malaysia, stone columns were created on the
Kajang ring road, to the south of Kuala Lumpur,
on a surface area of 4,700 m2. The works were
carried out using the bottom-feed process.
Annual report 2000
page 13
>>> Financial information
> Consolidated balance sheet
(in thousand of euros)
Assets
2000
1999
Fixed assets
Goodwill
Tangible assets
Long-term investments
Shareholdings
Other long-term investments
6,716
23,524
24,057
8,523
4,138
4,385
6,400
24,288
25,610
6,742
3,054
3,688
Total fixed assets
62,820
63,040
Inventories and work in progress
Trade notes and accounts receivable
Other receivables
Short-term receivables
and other investment securities
Cash
31,990
137,052
22,671
33,156
134,083
17,460
8,382
15,068
15,253
22,567
Total current assets
215,163
222,519
Total assets
277,983
285,559
> Consolidated income statements
2000
1999
377,480
6,743
384,223
-367,745
359,966
4,023
363,989
-344,075
Operating profit or loss
16,478
19,914
Financial expenses
Financial income
Net allowances for amortisation and reserves
-4,681
970
721
-3,325
2,122
-1,495
Financial profit or loss
-2,990
-2,698
Pre-tax income before extraordinary items
13,488
17,216
Extraordinary expenses and income
Extraordinary reserves
-2,860
1,781
-7,189
473
Exraordinary profit or loss
-1,079
-6,716
Employee profit - sharing
Net tax expenses
Amortisation of goodwill
-571
-2,506
-1,434
-510
-2,533
-1,110
7,898
6,347
377
270
Net profit
8,275
6,617
Minority interests
-1,154
-1,826
7,121
4,791
Sales
Other income
Operating income
Operating expenses
Net income from consolidated companies
Liabilities
Group share in equity interest
2000
1999
Capital
Consolidated reserves - group share
Net income of the period - group share
Shareholders’ equity
Minority interests
Contingencies and loss provisions
Long-term debt over one year
15,625
20,356
7,121
43,102
5,778
33,291
26,260
15,625
13,295
4,791
33,711
8,654
37,152
25,225
Total long-term capital
108,431
104,742
Down-payments from clients
Trade notes and accounts payable
Other payables
Payables and debts under one year
6,984
73,480
43,487
45,601
16,576
82,592
49,072
32,577
Sales
Foreign sales
Net income - group share
Shareholders’ equity after income of the period
Contingency and loss provisions
Total current liabilities
169,552
180,817
Total liabilities
277,983
285,559
As from 1st January 2000, consolidation of Freyssinet S.A. (Spain) and its subsidiaries, previously through the global integration method, is now
through the proportional integration method. This modification results from the agreements concluded with the Freyssinet S.A.’s Spanish shareholder, who today holds 50% of the capital. All balance sheet and profit & loss account items are affected by this change.
Freyssinet Group
page 14
Net income (group share)
> Past three years
2000
1999
1998
377,480
279,176
7,121
43,101
33,291
359,966
280,165
4,791
33,710
37,152
225,767
160,666
2,143
26,689
25,974
Cash flow
15,567
16,011
13,205
Investments of the period:
Industrial investments
Financial investments
19,442
12,340
7,102
26,621
11,026
15,595
27,037
5,138
21,899
2,552
2,767
2,023
Average number of employees
Annual report 2000
page 15
>>> Financial information
> Consolidated balance sheet
Assets
2000
1999
Fixed assets
Goodwill
Tangible assets
Long-term investments
Shareholdings
Other long-term investments
6,716
23,524
24,057
8,523
4,138
4,385
6,400
24,288
25,610
6,742
3,054
3,688
Total fixed assets
62,820
63,040
Inventories and work in progress
Trade notes and accounts receivable
Other receivables
Short-term receivables
and other investment securities
Cash
31,990
137,052
22,671
33,156
134,083
17,460
8,382
15,068
15,253
22,567
Total current assets
215,163
222,519
Total assets
277,983
285,559
> Consolidated income statements
2000
1999
377,480
6,743
384,223
-367,745
359,966
4,023
363,989
-344,075
Operating profit or loss
16,478
19,914
Financial expenses
Financial income
Net allowances for amortisation and reserves
-4,681
970
721
-3,325
2,122
-1,495
Financial profit or loss
-2,990
-2,698
Pre-tax income before extraordinary items
13,488
17,216
Extraordinary expenses and income
Extraordinary reserves
-2,860
1,781
-7,189
473
Exraordinary profit or loss
-1,079
-6,716
Employee profit - sharing
Net tax expenses
Amortisation of goodwill
-571
-2,506
-1,434
-510
-2,533
-1,110
7,898
6,347
377
270
Net profit
8,275
6,617
Minority interests
-1,154
-1,826
7,121
4,791
Sales
Other income
Operating income
Operating expenses
Net income from consolidated companies
Liabilities
Group share in equity interest
2000
1999
Capital
Consolidated reserves - group share
Net income of the period - group share
Shareholders’ equity
Minority interests
Contingencies and loss provisions
Long-term debt over one year
15,625
20,356
7,121
43,102
5,778
33,291
26,260
15,625
13,295
4,791
33,711
8,654
37,152
25,225
Total long-term capital
108,431
104,742
Down-payments from clients
Trade notes and accounts payable
Other payables
Payables and debts under one year
6,984
73,480
43,487
45,601
16,576
82,592
49,072
32,577
Sales
Foreign sales
Net income - group share
Shareholders’ equity after income of the period
Contingency and loss provisions
Total current liabilities
169,552
180,817
Total liabilities
277,983
285,559
As from 1st January 2000, consolidation of Freyssinet S.A. (Spain) and its subsidiaries, previously through the global integration method, is now
through the proportional integration method. This modification results from the agreements concluded with the Freyssinet S.A.’s Spanish shareholder, who today holds 50% of the capital. All balance sheet and profit & loss account items are affected by this change.
Freyssinet Group
page 14
Net income (group share)
> Past three years
2000
1999
1998
377,480
279,176
7,121
43,101
33,291
359,966
280,165
4,791
33,710
37,152
225,767
160,666
2,143
26,689
25,974
Cash flow
15,567
16,011
13,205
Investments of the period:
Industrial investments
Financial investments
19,442
12,340
7,102
26,621
11,026
15,595
27,037
5,138
21,899
2,552
2,767
2,023
Average number of employees
Annual report 2000
page 15
Thanks to its very dense international network of almost 80 establishments
in 50 countries, the Freyssinet group by capitalizing on its worldwide
experience, can provide its local customers with the best solutions.
Country
Company
> Italy
> Japan
Freyssinet-Terra Armata Italia S.R.L.
> Korea
Country
> Argentina
> Australia
> Belgium
> Brazil
> Canada
> Colombia
> Denmark
> Egypt
> Finland
> France
> Fyrom (Macedonia)
> Germany
> Great-Britain
> Greece
> Guatemala
> Hong Kong
> Hungary
> India
> Indonesia
> Irland
Company
City
Freyssinet - Tierra Armada SA
Buenos Aires
Austress Freyssinet Pty Ltd
Sydney
Reinforced Earth Pty Ltd
Sydney
Freyssinet Belgium N.V
Vilvoorde
Terre Armée Belgium
Vilvoorde
STUP Premoldados Ltda
Sao Paulo
STUP Freyssinet Ltda
Rio de Janeiro
Terra Armada S.A.
Rio de Janeiro
Reinforced Earth Company Ltd
Ontario
S.T.U.P. de Colombia
Bogota
Tierra Armada
Bogota
A/S Skandinavisk Spaendbeton
Vaerlose
Freyssinet Egypt
Giza
OY Jannibetoni AB
Vaerlose
Freyssinet International (STUP)
Velizy
Freyssinet International & Cie
Velizy
Freyssinet France
Velizy
PPC
Saint-Remy
Nozay
Terre Armée
Velizy
Freyssinet Balkans
Skopje
Bewehrte Erde GmbH
Plüderhausen
Menard Dyniv GmbH
Hamburg
SBT Brüeckentechnik GmbH
Plüderhausen
Freyssinet Ltd
Telford
Telford
Freyssinet Ellas S.A.
Athens
Fredra S.A.
Athens
Presforzados Tecnicos S.A.
Guatemala City
Freyssinet Hong Kong Ltd
Kowloon
Reinforced Earth Pacific Ltd
Kowloon
Pannon Freyssinet Kft
Budapest
TAI Aimil Joint Venture
New Delhi
PT Freyssinet Total Technology
Jakarta
Reinforced Earth Co
Kildare
Freyssinet group
page 16
> Kuwait
> Malaysia
> Mexico
> Morocco
> Netherlands
> New-Zealand
> Norway
> Philippines
> Poland
> Portugal
> Romania
> Salvador
> Singapore
>
South Africa
> Spain
> Sweden
> Switzerland
> Taiwan
> Thailand
> Tunisia
> Turkey
> United Arab Emirates
> United States
> Venezuela
> Vietnam
City
Rome
Freyssinet KK
Tokyo
Terre Armée KK
Tokyo
Freyssinet Korea CO, Ltd
Seoul
Sangjee Menard
Seoul
Freyssinet International et Cie
Safat
Freyssinet PSC (M) SDN. SHD.
Kuala Lumpur
Menard Geosystem SDN BHD
Selangor
Reinforced Earth Management Services SDN BHD
Kuala Lumpur
Freyssinet de Mexico S.A. de C.V.
Mexico DF
Tierra Armada S.A. de C.V.
Mexico DF
Freyssinet Maroc
Rabat
Freyssinet Nederland BV
Waddinxveen
Terre Armée BV
Breda
Reinforced Earth Ltd
Auckland
A/S Skandinavisk Speenbeton
Snaroya
Freyssinet Philippines S.A.
Quezon City
Freyssinet Polska Sp.Zo.O.
Milanówek
Armol-Freyssinet S.A.
Lisbon
Terra Armada Lda
Lisbon
Freyrom S.A.
Bucharest
Fessic S.A. de C.V.
La Libertad
PSC Freyssinet (S) Pte Ltd
Singapore
Reinforced Earth (S.E.A.) Pte Ltd
Singapore
Freyssinet Posten (Pty) Ltd
Olifantsfontein
Johannesburg
Freyssinet S.A.
Madrid
Tierra Armada S.A.
Madrid
Malmö
Freyssinet S.A.
Moudon
Freyssinet Taiwan Engineering Co. Ltd
Taipei
Freyssinet Thailand Ltd
Bangkok
Freyssinet Tunisia
Tunis
Freysas
Istanbul
Reinforced Earth A.I.S.
Istanbul
Freyssinet (Middle East) LLC
Abu Dhabi
Freyssinet LLC
Chantilly
Menard LLC
Vienna
The Reinforced Earth Company
Vienna
Tierra Armada CA
Caracas
Hanoï
Freyssinet group communication department
Design-Production: Polynôme
© Photolibrary Freyssinet (Ian Berry, Claude Cieutat, Adrian Hall, Francis Vigouroux)
Thanks to its very dense international network of almost 80 establishments
in 50 countries, the Freyssinet group by capitalizing on its worldwide
experience, can provide its local customers with the best solutions.
Country
Company
> Italy
> Japan
Freyssinet-Terra Armata Italia S.R.L.
> Korea
Country
> Argentina
> Australia
> Belgium
> Brazil
> Canada
> Colombia
> Denmark
> Egypt
> Finland
> France
> Fyrom (Macedonia)
> Germany
> Great-Britain
> Greece
> Guatemala
> Hong Kong
> Hungary
> India
> Indonesia
> Irland
Company
City
Freyssinet - Tierra Armada SA
Buenos Aires
Austress Freyssinet Pty Ltd
Sydney
Sydney
Freyssinet Belgium N.V
Vilvoorde
Terre Armée Belgium
Vilvoorde
STUP Premoldados Ltda
Sao Paulo
STUP Freyssinet Ltda
Rio de Janeiro
Terra Armada S.A.
Rio de Janeiro
Ontario
S.T.U.P. de Colombia
Bogota
Tierra Armada
Bogota
Vaerlose
Freyssinet Egypt
Giza
OY Jannibetoni AB
Vaerlose
Freyssinet International (STUP)
Velizy
Freyssinet International & Cie
Velizy
Freyssinet France
Velizy
PPC
Saint-Remy
Nozay
Terre Armée
Velizy
Freyssinet Balkans
Skopje
Bewehrte Erde GmbH
Plüderhausen
Menard Dyniv GmbH
Hamburg
SBT Brüeckentechnik GmbH
Plüderhausen
Freyssinet Ltd
Telford
Telford
Freyssinet Ellas S.A.
Athens
Fredra S.A.
Athens
Presforzados Tecnicos S.A.
Guatemala City
Freyssinet Hong Kong Ltd
Kowloon
Reinforced Earth Pacific Ltd
Kowloon
Pannon Freyssinet Kft
Budapest
TAI Aimil Joint Venture
New Delhi
PT Freyssinet Total Technology
Jakarta
Reinforced Earth Co
Kildare
Freyssinet group
page 16
> Kuwait
> Malaysia
> Mexico
> Morocco
> Netherlands
> New-Zealand
> Norway
> Philippines
> Poland
> Portugal
> Romania
> Salvador
> Singapore
>
South Africa
> Spain
> Sweden
> Switzerland
> Taiwan
> Thailand
> Tunisia
> Turkey
> United Arab Emirates
> United States
> Venezuela
> Vietnam
City
Rome
Freyssinet KK
Tokyo
Terre Armée KK
Tokyo
Freyssinet Korea CO, Ltd
Seoul
Sangjee Menard
Seoul
Safat
Freyssinet PSC (M) SDN. SHD.
Kuala Lumpur
Menard Geosystem SDN BHD
Selangor
Reinforced Earth Management Services SDN BHD
Kuala Lumpur
Freyssinet de Mexico S.A. de C.V.
Mexico DF
Tierra Armada S.A. de C.V.
Mexico DF
Freyssinet Maroc
Rabat
Freyssinet Nederland BV
Waddinxveen
Terre Armée BV
Breda
Reinforced Earth Ltd
Auckland
A/S Skandinavisk Speenbeton
Snaroya
Freyssinet Philippines S.A.
Quezon City
Freyssinet Polska Sp.Zo.O.
Milanówek
Armol-Freyssinet S.A.
Lisbon
Terra Armada Lda
Lisbon
Freyrom S.A.
Bucharest
Fessic S.A. de C.V.
La Libertad
PSC Freyssinet (S) Pte Ltd
Singapore
Reinforced Earth (S.E.A.) Pte Ltd
Singapore
Freyssinet Posten (Pty) Ltd
Olifantsfontein
Johannesburg
Freyssinet S.A.
Madrid
Tierra Armada S.A.
Madrid
Malmö
Freyssinet S.A.
Moudon
Freyssinet Taiwan Engineering Co. Ltd
Taipei
Freyssinet Thailand Ltd
Bangkok
Freyssinet Tunisia
Tunis
Freysas
Istanbul
Reinforced Earth A.I.S.
Istanbul
Freyssinet (Middle East) LLC
Abu Dhabi
Freyssinet LLC
Chantilly
Menard LLC
Vienna
The Reinforced Earth Company
Vienna
Tierra Armada CA
Caracas
Hanoï
Freyssinet group communication department
Design-Production: Polynôme
© Photolibrary Freyssinet (Ian Berry, Claude Cieutat, Adrian Hall, Francis Vigouroux)
1 bis, rue du Petit-Clamart
78140 Vélizy-Villacoublay - France
Tel.: +33 1 46 01 84 84
Fax: +33 1 46 01 85 85
www.freyssinet.com

Freyssinet - 2000 annual report

Transcription

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