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Freyssinet
HD Stay Cable

D e s i g n ,

B u i l d ,

M a i n t a i n


Freyssinet HD stay cables
Freyssinet stay cable technology was first developed in the
mid-1970s, and has been improved continuously ever since.
It is the reference in terms of fatigue resistance, protection
against corrosion, inspectability and replaceability.

contents
3 The inventor
of the multistrand
stay cable
4 The Freyssinet
anchorage
6 Options
8 Aerodynamic
stability
10 Installation
11 Some references


The inventor of the multistrand stay cable


A parallel strand system: robust and flexible
Freyssinet invented the multistrand parallel system in 1976. The Freyssinet HD stay cable
is based on each strand being completely independent.
This principle has many advantages, including:
• installation and tensioning of each strand individually;
• individual protection against corrosion;
• individual removal and replacement if necessary.
The standard range of HD stay cables varies from 1 to 169 strands. However, there is no
limit to the capacity or the length of stay cables. The largest stay cables yet installed were
for the Collserola telecommunications tower in Spain (205-strands) and the longest are
the stabilization stay cables for Ting Kau bridge in Hong Kong (465 m long).

Ting Kau bridge / Hong Kong

Collserola tower / Spain

The Freyssinet monostrand
A galvanised strand with a semi-bonded sheath
The tension element of the Freyssinet HD stay cable consists of a group of parallel individually protected T15.7 strands named “Freyssinet monostrand”.
This patented stay cable strand has excellent durability and provides perfect protection
against corrosion due to two complementary nested barriers formed by galvanisation
and a semi-bonded individual HDPE sheath extruded onto the strand after the interstices
have been filled with a specifically developed wax.
The bundle of Freyssinet monostrands is usually contained in an HDPE (High Density
Polyethylene) co-extruded outer pipe specially designed to satisfy stay cable needs and
to give excellent durability.

3



The Freyssinet anchorage
Bending filtration, high fatigue and corrosion resistance
The Freyssinet HD anchor is the most compact stay cable system. It performs all functions
required for a stay cable:
• protection against corrosion at unsheathed ends of the strands using a patented stuffing box provided with the latest developments in waterproofing;
• resistance to axial fatigue, largely due to the Freyssinet wedges specially
designed to resist 300 MPa stress amplitude at 45% of ultimate strength
for 2 million cycles;
• resistance to bending fatigue using a “filtering guide/stuffing box”
device capable of filtering radial forces;
• very easy individual installation and adjustment of strand forces. This particular
arrangement also enables monitoring of cables by replacing a test strand
at regular intervals.
BOTTOM
fixed anchorage

soft corrosion protection material
optimising fatigue resistance
special stay cable
wedges (patented)

stuffing box / strand guide
assembly (patented)

variable strand
overlength
cap

steel anchorage tube


anchorage block surface
corrosion protected - externally
threaded on adjustable anchorage

4


It is recommended that each stay cable should have a fixed anchor at
one end and an adjustable anchor at the other.
Fixed and adjustable anchors can be installed in the tower or in the
deck indifferently and may or may not be the stressing end.
Anchors are designed to provide optimum mechanical performance
that results in a very high fatigue limit and residual breaking strength
after fatigue.
All components forming part of the Freyssinet HD anchorage system
have been intensively tested in independent laboratories, and the results have exceeded the main international acceptance criteria (over
95% of ultimate after fatigue testing).
The Freyssinet anchorage has been qualified according to latest PTI
and CIP standards.
Strand stay cable fatigue test
(LCPC, Nantes, France)

TOP
Adjustable anchorage
gathering collar

ØBR x eBR

formwork tube


eH

bearing plate

{ (HRxHR)
hole ØIR

L min.

Formwork tube

cap

nut

ØE

ØJR

LRo

Flange/Nut

Outer pipe

Bearing plate*

Gathering
collar


Cap

Type

ØBF

eBF

ØBR

eBR

ØD

ØE

ØG

eG

HF

HR

eH*

ØIF

ØIR


ØJF

ØJR

LFo

LRo

L min

12

177.8

6.3

219.1

6.3

210

235

125

6

275


300

50

151

192

200

160

275

346

1 200

19

219.1

6.3

244.5

6.3

250


284

140

6

340

350

50

186

230

240

194

275

356

1 400

27

244.5


6.3

298.5

8

280

336

160

6

400

420

60

212

260

270

222

285


376

1 750

31

244.5

6.3

298.5

8

290

346

160

6

420

440

60

221


270

280

233

290

386

1 750

37

273

6.3

323.9

8

320

368

180

6


460

470

70

239

290

300

252

305

411

1 900

48

323,9

8

368

8


356

415

200

6,2

520

540

80

273

330

345

291

315

434

2 100

55


323.9

8

368

8

370

438

200

6.2

550

570

80

285

350

360

304


320

446

2 200

61

355.6

8.8

406.4

8.8

405

460

225

6.9

600

610

90


318

375

395

336

330

466

2 400

75

368

8.8

445

10

433

506

250


7.7

640

670

100

342

405

423

368

340

481

2 500

91

419

10

482.6


11

480

546

280

8.6

720

750

110

374

450

470

410

360

524

2 850


109

431.8

10

530

12.5

500

600

315

9.7

770

815

120

386

480

490


435

380

560

3 100

127

457.2

10

558.8

12.5

545

640

315

9.7

810

850


130

424

525

535

478

400

600

3 250

169

530

12.5

635

12.5

625

740


355

10.9

950

980

140

490

605

615

555

430

660

3 700

3


Options
Freyssinet offers a wide choice of solutions to satisfy all functional and aesthetic
considerations.

Cohestrand®: cables for very aggressive environment
The Freyssinet HD stay cable can be adapted to provide better anti-corrosion performance for specific environments, by replacing Freyssinet Monostrand by Cohestrand®
strand.
This is a sheathed strand with seven galvanised or galfanised (coating composed of a
95% zinc and 5% aluminum alloy) steel wires, covered by a system capable of resisting
corrosion in very corrosive environments and also taking axial loads through the sheath
when required.
Freyssinet outer sheath: outstanding durability
Intensive research has lead to a range of durable outer sheaths.
The outer sheath is composed of two layers of co extruded HDPE: an inner black layer
and an outer coloured layer.
Tests have been carried out on all Freyssinet coloured sheaths to verify long term
colour stability. Close control during manufacturing guarantees a durability three times
longer than commercially available black and coloured polyethylene, for resistance to
ultra-violet induced oxidation and stress cracking.
A special HDPE sheath has also been developed with a silver coloured in-depth
metallized outer layer that resembles a brushed stainless steel sheath, while maintaining the ease of placement of HDPE sheaths and the presence of the helical rib
aerodynamic protection.
For any location in the world, Freyssinet can provide justification of sheath durability.

Øresund bridge
Denmark-Sweden

Outer sheath:
A wide range
of colours*
RAL 9003

White
RAL 7035


Light Grey
RAL 5024

Pastel blue
RAL 5018

Mediterranean blue
RAL 1016

Yellow
RAL 3020

Bundle of Freyssinet Monostrand
in a co-extruded HDPE sheath
with double helical fillets

Red
RAL 6021

Green

Compact sheath
For large cable-stayed bridges with a span in excess of 400 m, the drag of the wind
on the cables generates significant stresses on the pylon. In order to reduce this stress,
and to meet design requirements, Freyssinet has developed a compact outer stay pipe
that reduces the space between the bundle of strands and the pipe to a minimum. The
durability of this pipe is identical to the standard pipe.

6


Silver

Black

* non-contractual
colour chart


UHPFC

Outer steel tube

Deviation saddles
When it is required that the stay cable continues through the pylon, Freyssinet
offers a multitube saddle based on the use of the Cohestrand strand in order
to take up the asymmetric frictional loads through the strand sheath.
Each strand is deviated individually in a specific tube, giving the following
advantages:
• Complete continuity of corrosion protection
• Possibility of individual replacement of strands
• Fatigue resistance identical to a standard stay cable anchor.

Temporary support
and adjustement bracquet
before concreting (typical)

Individual tubes

Complementary functions

Complementary functions are sometimes recommended, the most frequent
being:
• antivandalism tubes on the lower part of the cables;
• fire protection, when justified, to take account of the fire risk,
particularly on bridges carrying heavy traffic transporting
hydrocarbons and on bridges with back stay cables gathered
on an anchorage structure;
• light fittings fixed directly to the stay cables by a system
in accordance with electrical safety standards without disturbing
the aerodynamic stability of the cables.
All these options are already used on large well known works throughout
the world.

Multitube saddle
Sungai Muar / Malaysia

Antivandalism tubes
Seohae Grand bridge / South Korea

Light fittings
Vasco de Gama bridge / Portugal

7


Aerodynamic stability
Stay vibration is a concern for bridge designers and owners.
By supplying and installing stay cables for the largest stay cable bridges in
recent years, Freyssinet has built up recognized expertise in the engineering
of stay cable vibration control.

Thanks to its worldwide experience, Freyssinet can offer a precise diagnostic
of the stability of stay cables and a wide range of vibration resistant devices
adaptable to each project.
Double helical ribs on outer sheaths
The shape of the ribs and the pitch of the helix they form around the sheath
is the result of intensive research based on wind tunnel tests carried out by
several laboratories.
The double helical ribs formed on Freyssinet stay cable sheaths deviate water
streams flowing along the cable and efficiently prevents instability due to
the combined action of wind and rain.
Internal dampers
Stay cables are sensitive to vibrations due to their low intrinsic damping.
Freyssinet has developed a patented annular internal damper system to
overcome this. These devices are located inside the anchor tubes and provide
a smooth outer shape.
These patented devices (the IED - Internal Elastomeric Damper, the IHDInternal Hydraulic Damper, and the IRD - Internal Radial Damper) damp
vibrations of all amplitudes to prevent harmful fatigue phenomena and
visible instability.
Freyssinet uses a specific computer model to calculate the damping needs
of the stays on a structure and to size the most suitable dampers as a function
of the stay cable characteristics.

IED damper

8

IHD damper

Helical fillet
Millau bridge / France


IRD damper


External dampers
For very long cables or when the geometry requires it, external dampers are
more efficient than internal ones.
Two types of devices are available:
• the fixed external damper FED, composed of two piston
dampers and a support structure;
• the pendular external damper PED, also uses piston
dampers with a patented pendular lever system free to
move around a rod hinged on a fixed support.
Cross ties
Dampers may be insufficient in some exceptional cases. In this case, specific
cross ties have to be provided, particularly to cater for stay cable parametric
instability.
These cross tie cables sometimes called “aiguilles” are installed on each stay
cable plane and are continuous over their entire length. They have, for example,
been installed on the Normandie bridge.
FED damper
Cooper bridge / USA

Normandie bridge cross tie / France

PED damper
Charilaos Trikoupis bridge / Greece

9



Installation
Rapid and fully integrated in the construction style
The Freyssinet HD stay cable system has been used on more than a hundred
structures throughout the world, from the smallest to the most ambitious.
The individual installation of strands and automatic adjustment using the
Isotension® process patented by Freyssinet, enables outstanding flexibility
during installation while ensuring that forces within the stay cables are
uniform.
This process also facilitates the monitoring and maintenance of stay cables
to ensure long life.
Freyssinet works in partnership with the Advitam company to offer computer
aided systems for assistance with monitoring of stay cables and for permanent
acoustic monitoring.
The adjustable anchors offer the possibility to adjust the stay cable forces
using annular jacks with or without extension.

Cardiff Millennium stadium / UK

Jack clearance for Isotension stressing:
bearing plate

tension display

anchorage block

monostrand jack

Seohae Grand bridge / South Korea


Isotension® principle diagram
Force per strand

275

265

n = strand number
Total force: n x Fn

F1 max
F2 max

F3 max

Fn
1 085
Isotension chair
Approx. 1 650

1

2

3

n

Adjustment dimensions unit:
C1


C2

12H15

518

370

470

140

240

19H15

518

370

470

130

230

27H15

598


400

500

150

250

31H15

598

400

500

145

245

37H15

598

400

500

135


235

55H15

700

500

600

150

250

61H15

740

510

610

150

250

75H15

740


510

610

150

250

91H15

878

560

660

180

280

109H15

878

560

660

160


260

127H15

938

610

710

185

285

simple jack

ØA

jack with extension
extension

C1 (total stroke without extension)

H2

H1 (jack closed)

H1


bearing plate

H2 (jack closed)

ØA

C2 (total stroke with extension)

10

Stay cables


Some references
1/ Shindae (South Korea)
2/ Penang (Malaysia)
3/ Panama
4/ Orinoco (Venezuela)
5/ Serebryany Bor (Russia)
6/ Millau (France)
1

2
3

4

5

6

7

8

9

7/ Bai Chay (Vietnam)
8/ Cooper (USA)
9/ Kanne (Belgium)

11


More than 60 offices worldwide

EUROPE
• Belgium
Freyssinet Belgium N.V.
• Bulgaria
Freyssinet

• Danemark
A/S Skandinavisk
Spaendbeton
• Estonia
Latvijas Tilti
• France
Freyssinet France
Freyssinet International & Cie
• Hungary

Pannon Freyssinet Kft
• Iceland
A/S Skandinavisk
Spaendbeton
• Ireland
Freyssinet Ireland
• Latvia
Latvijas Tilti
• Lithuania
Latvijas Tilti
• Macedonia
Freyssinet Balkans
• Netherlands
Freyssinet Nederland B.V.
• Norway
A/S Skandinavisk Spaendbeton
• Poland
Freyssinet Polska Sp. z.o.o

• Portugal
Freyssinet - Terra Armada S.A
• Romania
Freyrom
• Russia
Freyssinet
• Serbia
Freyssinet
• Slovenia
Freyssinet Adria SI d.o.o.
• Spain

Freyssinet S.A.
• Sweden
A/S Skandinavisk Spaendbeton
• Switzerland
Freyssinet S.A.
• Turkey
Freysas
• United Kingdom
Freyssinet Ltd

AFRICA AND MIDDLE EAST
• Abu Dhabi
Freyssinet Middle East LLC
• Algeria
Freyssinet Algérie
• Dubai
Freyssinet Gulf LLC
• Egypt
Freyssinet Menard Egypt SAE
• Jordan
Freyssinet Jordan LLC
• Koweit
Freyssinet Koweit
• Morocco
Freyssima
• Oman
Freyssinet Arabian Sea LLC
• Qatar
Freyssinet Menard Qatar WLL


• Saudi Arabia
Freyssinet Menard Saudi Arabia Ltd.
• Sharja
Freyssinet Menard
Northern Emirates LLC
• South Africa
Freyssinet Posten (Pty) Ltd
• Tunisia
Freyssinet
ASIA
• Hong Kong
Freyssinet Hong Kong Ltd
Freyssinet Insight Sewer Services Ltd
• India
Freyssinet Menard INDIA Pvt Ltd
• Indonesia
PT Freyssinet Total Technology
• Japan
Freyssinet KK Japon
• Macau
Freyssinet Macau Ltd
• Malaysia
Freyssinet PSC (M) SDN BHD
• Pakistan
Freypak Ltd

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


• Singapore
PSC Freyssinet (S) Pte. Ltd
• South Korea
Freyssinet Korea Co. Ltd
• Taiwan
Freyssinet Taiwan Engineering
• Thailand
Freyssinet Thailand Ltd
• Vietnam
Freyssinet Vietnam
OCEANIA
• Australia
Freyssinet Australia Pty Ltd
• New Zealand
Freyssinet New Zealand Ltd

May 2010

AMERICAS
• Argentina
Freyssinet - Tierra Armada S.A.
• Brazil
Freyssinet Brazil Ltda
• Canada
Freyssinet Canada Ltée
• Chile
Freyssinet Tierra Armada Chile S.A
• Colombia
Freyssinet Colombie
• El Salvador

Fessic S.A De C.V.
• Mexico
Freyssinet de Mexico - Tierra Armada S.A.
• Panama
Freyssinet
• United States
Freyssinet Inc.
• Venezuela
Freyssinet - Tierra Armada CA


H 1000
Stay Cable System

D e s i g n ,

B u i l d ,

M a i n t a i n

CI2


H1000
Stay Cable System
Freyssinet H1000 stay cable is a parallel strand system for use
in light structures. Applications include stay cables and hangers
for footbridges, arch bridges, suspended roofs and other cable
structures. The H1000 colored cable sheath provides a slender
cable that meets the expectations of architects for light structures

while the parallel strand technology ensures an unmatched
durability, making H1000 a sustainable technology.
H1000 Technology
The cable main tensile element consists of a bunble of seven wire strands that can
have a service load up to 265 tons. The H1000 is based on each strand being fully
independent. It has the following caracteristics:
• Each strand is individually anchored by jaws or swages in a steel anchorage block,
• Each strand is individually protected against corrosion by two redundant corrosion barriers,
• The strand bundle is protected by a colored polyethylene outer duct,
• The anchorages can be equipped with fork terminals.
H1000 stay cable system benefits from Freyssinet’s 30 year experience in stay cables, and conforms
to fib, PTI and CIP recommandations.

Parallel strand technology advantages
• Modularity: The number of strands is adjusted to the force in the cable
• Redundancy: Each strand is individually protected and anchored, which
provides a high level of safety
• Durability: The double nested corrosion protection barrier over the complete
cable including anchorages and the outstanding fatigue performance provide
an unmatched durability
• No long term effect: No loss in cable force, no cable elongation
after initial tensioning
• Standard components: Each cable is assembled on site out of standard
components, for a quicker delivery and eliminating risk of unexpected delay
due to cable damage during transportation or installation.

Freyssinet Monostrand
The main tensile element consists of a bundle of individually protected
parallel seven-wire T15.7 strands. This patented strand, the Freyssinet
‘Monostrand’, has outstanding durability both mechanically and against

ageing. The strand has a double corrosion protection barrier formed
by hot dip galvanisation of the individual wires of the strand before the
final drawing and a polyethylene sheath extruded around the strand.
The interstices between the wires and the sheath are filled with
petroleum wax.


Freyssinet H1000 Anchorage

The H1000 range includes five cable sizes for 1, 4, 7, 12, and 19 strands. Several H1000
anchorage configurations are available to cover the needs of the connection to the
structures.
An outstanding fatigue behaviour
Passive anchorage use swages specially designed for a high fatigue
resistance. Active anchorages use Freyssinet stay cable fatigue wedges.
Both comply with international recommadations regarding fatigue
design and have passed fatigue tests specified by CIP, fib and PTI:
2 million cycles with an amplitude of 200 Mpa, 45% GUTS as the maximum stress and a 10 mrad angular deviation. Thus the anchorage has
a fatigue resistance that is exceptionnal.

Anchorage options

FPH anchorage

The H1000 system is fitted with an adjustable lower anchorage and
fixed upper anchorage. At both ends, a fork anchorage or a cylindrical
anchorage can be used. Lower anchorages can be prefabricated using
swages with tensioning applied to the whole cable or partially prefabricated using jaws for monostrand tensioning (Isotension method).
Where jaws are used the anchorage is sealed with the patented
Freyssinet stuffing box. With swages, individual sealing devices are

installed on each strand. In both cases, the anchorage is completly
waterproofed by a double protecting barrier. Cable force adjustment is
provided by a threaded anchorage and a nut.
H1000 swages

Lower partially prefabricated anchorage (RAB type)

Upper fixed anchorage (FPH type)

Nut

Anchorage block

Anchorage cap

Stuffing box

Anchorage block
Jaws

Strand

Bearing plate

Flange

Swage

3



Upper Anchorage

Upper fork anchorage (fixed fork)
The strands in this anchorage are anchored by swages in a block screwed to a fork fixing.
The latter, made of machined steel, is hinged to the structure with a pin.

Upper monostrand fork

L1

L1

Ø1

Ø1
bcm

R2
Multistrand fork

Ø1

bcm

Ø1

ecm

R2


Upper fixed anchorage (FPH type)
The strands are anchored with swages in a block resting on a bearing plate with
half shims.
eH
Ø3

Half shims
eH
Half shims
L3

Ø3
Ø4

Ø6

Ø4

L3
Ø8

Ø8

Ø6
HF

FPH anchorage

HF


Dimensions (mm) for upper and lower anchorage
Duct

Fork
Unit

Ø1

R2 ecm*** bcm*** L1

L2

E

Unit

Upper
Ø3*

Bearing plate

Formwork tube

Ø5
Ø4
Min.
Min.
internal internal


HF

Ø6

HR

33

40

30

38

222

490

4

60

60

40

70

470


700 120

4

90

120

146

40

210 100

7

75

80

50

100

555

815 140

7


110

127

181

40

12

105

110

70

120

645

915 195

12

140

181

206


19

127

140

80

170

810 1120 240

19

160

206

260

Lower

FPH

Ø7

eH*

1


80

Upper

Lower

Upper

Lower

General Dimensions
RPB

RAB

RAB RPB

Ø8

L3

Ø9

L4

Ø10

L5

230


132

122

150

265 150

350

160

315

230 120

260

155

142

180

285 185

365

200


330

45

340 165

300

192

182

270

310 225

230

235

350

50

400 200

350

230


217

325

345 275

415

285

375

(Ø = diameter, R = radius). *dimensions given for information for a work in concrete, with T28 days ≥ 40 MPa steel S355. To be confirmed by designer.
**option : compact duct on request. ***maximum allowed dimensions (including tolerance).

4

E
ecm

E


Lower Anchorage

Lower fork anchorage (adjustable fork)
The cable is fully prefabricated. The strands are anchored with swages in a block screwed
to a fork creating an articulated connection. This machined steel fork has a turnbuckle for
adjustment (capacity ± 50 mm). The force is transfered to a structure through a pin with

overlengths for tensioning (capacity 30% guts).

L2 (± 50 mm)

Lower monostrand fork

Ø1

L2 (± 50 mm)
L2 (± 50 mm)

bcm
Ø1

ecm E

Ø1 Ø1

bcm

R2

R2

bcm Ø1

ecm
Ø1 E ecm E

R2


Lower prefabricated anchorage (RPB type)
Adjustment
nut are anchored with
The cable is fully prefabricated with both anchorages.
Thewith
strands
(necessary for tensioning)
Ø7
swages in a block. This block is threaded to allow the cable tensioning and adjustment
with a nut and an annular jack (stroke: 100 mm).

AdjustmentAdjustment
with nut with nut
(necessary(necessary
for tensioning)
for tensioning)
Ø7

Ø7
Ø9

Ø5

Ø5
eH

Ø9

Ø9


HR

Ø5

eH

HR

HR

L4
eH
L4

RPB anchorage

L4

Lower partially prefabricated anchorage (RAB type)
The cable is partially prefabricated with the upper anchorage only. The strands are
anchored at the deck with conical jaws in an anchorage fitted with a stuffing box.
eH
Preset

Adjustment with nut
(necessary for tensioning)

The cable is tensioned strand
by strand using the Isotension

system. The anchorage bears

eH

Adjustment
withstructure
nut with nut
on Adjustment
the
by means of a
eH
for
tensioning)
Preset Ø10(necessary
(necessary
for tensioning)
for further
cable adjustment
Preset nut

Ø5

Ø10

Ø5
L5 + 3/1000 Lstay+Preset
HR

Ø7


Ø10
Adjustable fork

HR

Ø7 Ø5

HR

(stroke: 100 mm).

Ø7
L5 + 3/1000L5L+stay3/1000
+PresetLstay+Preset

5


Outer pipe
An outer high density polyethylene pipe protects the bundle of strands improving the
cable aesthetics. The pipe is bi-extruded with an outer coloured layer and is specially
formulated for a high durability in sunlight: 50 to 100 years, depending on localisation,
supported by labotary testing.
A wide range of colours is available (non-contractual colour chart, non-exhaustive list)
RAL
9003

RAL
7035


RAL
5024

white

light grey

RAL
5018

pastel blue mediterranean
blue

RAL
1016

RAL
3020

RAL
6021

yellow

red

green

metallic grey


black
Colored duct

Installation
RAL
9003

mm
(inRAL
factory or
site)
RALPrefabrication
RAL
RALon 275
RAL
7035
5018 to length,
1016
3020
• 5024
cutting strands

265 RAL
mm
6021

• welding outer sheaths

white


lightRAL
grey

9003

H20 JACK
pastel
blue mediterranean
red
greypossibly
black the lower one,
RAL
RAL onyellow
RAL in the
RALupper green
RAL metallic
RAL
• swage
threading
strands
anchorage,
and
blue

7035
5024
• fork installation.

Erection
white

light grey

5018

pastel blue mediterranean
blue

1016

3020

yellow

red

6021
1085 mm
1650 mm*

green

metallic grey

black

• hoisting and attaching the upper anchorage to the structure,
• inserting the cable or the lower anchorage in the structure,
275 mm 265 mm
• tensioning.
L

Isotension - jack dimensions
275 mm

265 mm

100 mm

H20 JACK

1085 mm
A

1650 mm*

H20 JACK

1085 mm
1650 mm*
L
100 mm

100 mm

Anular jacks for cable force adjustment
Dimensions (mm)

L
A

100 mm


A
100 mm

*This length is necessary to use the jack, it can be accommodated if requested.

6

Forks installation

100 mm

Unit

A

L

4

370

300

7

370

300


12

470

360

19

470

360


Some references

1/ Doomul (Korea) 2004
2/ Sarvar Bridge (Hungary) 2004
3/ Cairo Airport (Egypt) 2004
1

2
4

3
5

6
7

8

9
4/ Kanne Bridge (Belgium) 2005
5/ Mateille (France) 200
6/ Astana (Kazakhstan) 2006
7/ Minsk Stadium (Bielorussia) 2007
8/ Macintosh Island Bridge (Australia) 2007
9/ Illarsaz (Switzerland) 2005

7


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May 2010

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