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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