dsi-staycables-03-en.pdf
TRANSCRIPT
-
DYWIDAG-SYSTEMS INTERNATIONAL
DYWIDAG Multistrand Stay Cable Systems
-
Alamillo Bridge Sevilla, Spain
28 DYNA Bond Stay Cables
Maximum cable length: 292 m
Cable size: C 61
sti nad Labem Bridge, Czech Republic
30 DYNA Bond Stay Cables
Maximum cable length: 143 m
Cable sizes: C 12, C 19
Sidney Lanier Bridge, USA
176 DYNA Bond Stay Cables
Maximum cable length: 208 m
Cable sizes: C 19, C 27, C 37, C 48, C 61
Rosario Victoria Bridge, Argentina
128 DYNA Grip Stay Cables
Maximum cable length: 184 m
Cable sizes: C 31, C 37, C 55, C 61, C 73
Kampen Bridge, Netherlands
24 DYNA Grip Stay Cables
Maximum cable length: 163 m
Cable sizes: C 37, C 55, C 91
Dubrovnik Bridge, Croatia
38 DYNA Bond Stay Cables
Maximum cable length: 223 m
Cable sizes: C 27, C 61
-
3General
Cable stayed bridges are very efficientstructural systems with light weightsuperstructures and large lever arms.The most important elements of these aesthetically pleasing and oftendramatic structures are the closelyspaced stay cables which transfer theloads to the foundation via the pylon. It is essential that these tensileelements are durable and require low maintenance. They are generallydesigned to be restressable andreplaceable.
DYWIDAG has been involved in thedevelopment, construction andexecution of stay cables and cablesupported structures since 1970.
Based on internationally recognizedguidelines for stay cables combinedwith our design criteria of the worldwide renowned DYWIDAG Multistrandtendons, first of all stay cables withbars were developed and applied forlarge bridges (for example Dames PointBridge, Florida USA; main span 396 m).
Therefore we were able to takeadvantage of the many years of ourexperience and expertise in post-tensioning and prestressed concreteconstruction, particularly in the field oflong span bridges.
DYWIDAG Multistrand Stay Cableswere developed in the eighties toaccommodate ever increasing spansand the resulting need for economicalhigh capacity cables. Today strandcables are widely used for many typesof structures. This brochure gives anoverview of the DYWIDAG MultistrandStay Cable Systems. More detailedinformation is available on request.
Content
page 2 Referencespage 3 General
Quality AssuranceDYWIDAG Stay Cable Systems
page 4/5 DYNA Bond Anchoragepage 6/7 DYNA Grip Anchoragepage 8/9 Strands and Corrosion Protection
Outer SheathingBearing and DampersInstallationStressingDSI Services
page 10 Stay Cable Jackspage 11/12 Addressespage 13 References
DYWIDAG Stay Cables
DYWIDAG Stay Cables are normallyavailable in standard sizes up to 109 strands per anchorage. Thismaximum size was extended for theMaumee River Crossing project/USA,where DSI developed a cable with upto 156 strands. This cable is the largestin the world and has been proven insuccessful static, dynamic and waterintrusion tests.
To meet the demands and therequirements of the international marketand standards DSI produces strandcables with two basic types ofanchorages:
DYNA Bond Anchorage DYNA Grip Anchorage
The DYNA Bond Anchorage is ananchorage with internal bond. It isnormally grouted after application ofthe permanent loads of thesuperstructure.
The DYNA Grip Anchorage is ananchorage without bond that permitsmonitoring and replacement ofindividual strands during its entireservice life.
DYWIDAG Stay Cables are designedaccording to accepted internationalrequirements e.g. PTI, fib or CIB/Setra.
Quality Assurance
To ensure high quality and conse-quently the performance and durabilityof the DYWIDAG Stay Cables, allcomponents are subjected to qualitytests according to our qualityassurance system. DSI is ISO 9001certified.
For internal quality control DSImaintains a test lab in Germany for in-house geometry, material andperformance testing.
-
BD C
Wedge Plate
Cap
A
R
Wedges
Spacer
Ring Nut Filling Material Strands
T
Bearing Plate
Bond Socket
4
DYNA Bond Anchorage
The DYNA Bond Anchorage consists ofa conical steel pipe (bond socket),supporting a wedge plate where thestrands are anchored with 3-part-wedges. A ring nut is fitted on athreaded end of the bond socket anddistributes the cable force through abearing plate into the structure. Duringthe construction phase prior to groutingthe bond socket, all the applied loadsare supported directly by the wedges.
After filling the bond socket withcement or epoxy grout, all further loads(including dynamic loads from traffic,vibrations and earthquakes) are thenpartly resisted at the wedges and partlytransmitted by the bond betweenstrands and bond socket directly to thebearing plate and the supportingstructure. Only the bond socket needsto be grouted to achieve the behaviourdescribed above.
By virtue of this design concept, theDYNA Bond Anchorage has excellent
fatigue performance because thedynamic loads reaching the wedgesare substantially reduced. Fatigue testshave proven that a stress range of up to 240 N/mm2 (upper stress 0,45 GUTS) may be safely resisted forover 2 million cycles.
Additional advantages of the DYNA Bond Anchorage are:
redundant load carrying system
reliable corrosion protection for thesensitive anchorage area because allvoids in the anchorage zone are filledwith a stable and robust filler
enhanced fire resistance andprotection against vandalism, impactloads and blast effects.
An additional important constructiondetail is the use of an elastomericbearing at a certain distance away fromthe anchor block. Because the injectionextends beyond the bearing a clearstatical system is being provided forabsorption of cable rotations.
The bearings are dimensioned suchthat no bending loads that would beharmful to the anchorage areintroduced into the anchorage area.
Kap Shui Mun Bridge, Hong Kong
-
Elastomeric Bearing
Recess Pipe Boot
HDPE Sheathing
P
5
DYNA Bond Anchorage
DYNA Bond Anchorage (with strands 0,62" St 1670/1860)
cable type C 12 C 19 C 27 C 37 C 48 C 61 C 75 C 91 C 108
No. of strands 12 19 27 37 48 61 75 91 108
forces [kN]
ultimate load (MUTS) 3.348 5.301 7.533 10.323 13.392 17.019 20.925 25.389 30.132
working load (0,45 x MUTS) 1.507 2.385 3.390 4.645 6.026 7.659 9.416 11.425 13.559
dimensions [mm]
bearing plate A 315 390 435 500 580 640 715 780 855
bearing plate C 50 60 70 80 90 100 110 120 130
thread * B 125 133 142 154 170 184 206 230 250
ring nut D 90 100 110 120 135 150 170 190 210
ring nut R 244 287 326 378 434 480 536 584 636
recess pipe T 219 245 299 324 394 419 470 508 559
HDPE sheathing P 110 140 160 180 200 225 250 280 315
* standard length, to be longer on special request
Subject to modification
-
6DYNA Grip Anchorage
Project specifications often require for single strands of stay cables to beinspectable and, if necessary,replaceable. The DYNA Grip Anchorageprovides the opportunity to inspectindividual strands without damaging thestay cable and to replace strands ifnecessary.
For these requirements DSI developedthe new DYNA Grip Anchorage. Itconsists of an anchor block in whichthe strands are anchored by 3 part-wedges with high dynamic perfor-mance. A ring nut is threaded on theanchor block to transmit the cableforce via the bearing plate into thestructure. A steel pipe whichincorporates centering and sealingprovisions for the strands is welded tothe anchor block.
Fatigue tests have proven a dynamicstress range of up to 200 N/mm2
(upper stress 0,45 GUTS at 2 millionload cycles).
The special features of this anchorage:
the factory applied corrosionprotection of the PE-coated strandscontinues directly up to the wedges;therefore the space to be filled withcorrosion protection in the anchoragearea to provide a durable corrosionprotection is significantly reduced.
exact cutting to length of the strands and removal of the PE coating is not necessary.Using special procedures, for whichpatents have been applied, the PE-coating is removed during thefirst stressing action. Shouldadditional stressing operationsbecome necessary, the remainingPE-coating is held and compressedat the wedge while the strand is pul-
led through and elongated by thejack.
restressing and replacement ofindividual strands as well as of thecomplete cable is possible.
Similar to the DYNA Bond Anchorage,an elastomeric bearing is installed at acertain distance away from the anchorblock to reduce the bending stresses inthe strands caused by rotation.
A clamp, installed after stressing on thestrand bundle, keeps the strand in acompact hexagonal pattern and acts assupport for the elastomeric bearing. Inthe drawing above, a version is shownthat accommodates constructiontolerances between the cable axis andthe axis of the recess pipe.
B
D C
Anchor Block
Cap
A R
Wedges
Compression Tubes
Sealing Plates
Spacer
Compression Plate
Ring Nut
Bearing Plate
Strands
Rosario Victoria Bridge, Argentina
-
7Elastomeric Bearing Clamp
T
Recess Pipe Filler material
Exit Pipe HDPE Sheathing
P
DYNA Grip Anchorage
DYNA Grip Anchorage(with strands 0,62" St 1670/1860)
cable type C 12 C 19 C 31 C 37 C 55 C 61 C 73 C 91 C 109
No. of strands 12 19 31 37 55 61 73 91 109
forces [kN]
ultimate load (MUTS) 3.348 5.301 8.649 10.323 15.345 17.019 20.367 25.389 30.411
working load (0,45 x MUTS) 1.507 2.385 3.892 4.645 6.905 7.659 9.165 11.425 13.685
dimensions [mm]
bearing plate A 315 390 460 500 600 640 715 780 855
bearing plate C 50 60 75 80 95 100 110 120 130
thread ** B 200 220 230 240 270 275 290 310 340
ring nut D 90 110 120 130 160 165 180 200 230
ring nut R 244 287 350 378 440 480 536 584 636
recess pipe T 219 245 299 324 368 406 457 495 521
HDPE sheathing P 110 140 160 180 200 225 250 280 315
* up to 156 on special request** standard length, to be changed on special request
Subject to modification
*
-
8Strands and Corrosion Protection
DYWIDAG Stay Cables use strands that meet the requirements of the PTI-Recommendations for stay cables,ASTM, BS or further national orinternational standards.
Generally cold drawn 7-wire,galvanised, waxed and PE-coatedstrands with low relaxation, diametersup to 0,62" and steel grades up to1860 mm2 are used for both anchortypes. If required, epoxy-coatedstrands may also be used with eithercable system.
Outer Sheathing
Standard HDPE- pipes are typicallyused for the outer casing of theDYWIDAG Stay Cables. They serve asa protection against environmentalinfluences and to reduce the windloads on the cable. The pipes may besupplied in a wide variety of UV-resistant colours. They can also be provided with an outer helix tosuppress rain-wind induced cablevibrations.
Steel or stainless steel pipes areavailable on special request.
Bearing and Dampers
Elastomeric bearings near theanchorages reduce the bendingstresses in the anchorage zone and actas dampers against cable vibrations.
On request DSI will provide additional damping devices to reducecable vibrations.
Installation
DSI has developed various methods to optimize and simplify the cableinstallation procedures depending onsite specific space and timeconstraints.
Prefabrication of the cables on site:This method is preferably used forshort cables. They are lifted intoposition with cranes.Because of favourable siteconditions at the Alamillo cablestayed bridge in Spain 300 m longlocally prefabricated cables could be installed using a winch.
Pushing of strands into prefabricated sheathing:The sheathing is prefabricated onsite and brought to the inclinedposition in the bridge. The strandsare then pushed in one by one using a light pusher.
Pulling in strands into prefabricated sheathing:Here also the prefabricated sheathingis brought to the inclined position.The strands are pulled in one usingsmall winches.
-
9Stressing
Depending on project requirements DSI employs two different stressingmethods.
1. Stressing with multistrand jacksThis procedure can be used for cableswith DYNA Bond Anchorages.
All strands in a cable are stressedsimultaneously with one hydraulic jackattached to the anchorage.
Jacks up to a capacity of 15,000 kNare available.
The advantage of this method is thefast and accurate stressing operation ofthe cable in one step. However, it isimportant to provide sufficient workingspace at the anchorage and recognisethat special lifting devices may beneeded to handle the jacks efficiently.
2. Stressing with monojacks using the ConTen-SystemThis procedure is applicable for bothstay cable systems with DYNA Bondand DYNA Grip Anchorages.
Single strands are stressed immediatelyafter being installed in the cableanchorages and thus optimising theentire installation process. A specialcalculation method has beendeveloped by DSI to determine theforce for the first strand and thecorresponding forces for thesubsequent strands in order to monitorthe stressing operation up to therequired final cable force.
A light weight monojack is placed on astressed strand and an identical jack isplaced on the strand to be stressednext. The jacks are hydraulically linkedto compare the actual pressure in bothjacks during stressing. This ConTenSystem makes it possible that the forcein all strands at the end of the stressingoperation is the same. Additional the influence of temperature and loadchanges in the cables and in the structure during stressing areautomatically eliminated.
After completion of the structure it ispossible to adjust the cable force byrestressing or destressing the completecable via the ring nut (shims are used incase of longer elongations). Specialcompact and light weight Gradientjacks are available for adjusting thecable force and the bridge profile, if necessary.
see table on page 10
ConTen Jacks
Gradient Jack
Multistrand Jack 15,000 kN
DSI Services
Comprehensive consulting services Special design and installation
planning Component manufacture and
delivery Installation: either turn-key using
DSI staff, or project supervision andstaff training
Inspection and maintenance services
-
10
Jacks Type Capacity Cable Type B C D E L Weight Strand ProtrusionkN mm mm mm mm mm kg mm
ConTen Jacks 140 kN 137 All Types 65 950 ~ 17 1100
180 kN 182 All Types 73 950 ~ 19 1100
Multistrand Jacks HOZ 3000 3054 DYNA-BOND C 12 275 300 385 690 1130 ~ 400 470
HOZ 4000 4204 DYNA-BOND C 19 305 366 482 755 1250 ~ 600 650
6800 6803 DYNA-BOND C 27 280 395 560 185 1250 ~ 1200 1150
8600 8617 DYNA-BOND C 37-61 405 646 750 840 1370 ~ 2200 1400
9750 9748 DYNA-BOND C 37 335 470 680 195 1170 ~ 1800 1200
15000 15632 DYNA-BOND C 61-108 510 750 980 390 1700 ~ 5400 1700
Gradient Jacks C 27 3500 DYNA-BOND C 27 510 x 610 725 ~ 400 540 *)
C 37 4200 DYNA-BOND/GRIP C 37 610 x 610 820 ~ 520 660 *)
C 61 6800 DYNA-BOND/GRIP C 61 700 x 700 865 ~ 700 680 *)
C 73 8400 DYNA-GRIP C 73 780 x 760 965 ~ 820 780 *)
Jack dimensions without lifting devices *) measured from bearing plate For working space min 2 cm around to be added
Stay Cable Jacks
ConTen Jack Multistrand Jacks Gradient Jacks
L
D
L
E L
D
B
C
D
-
Stay Details Bridge Geometry
Number of Name / Project Service Country Year Pylons Stays Type Tonnage width Main Opening
[ t ] [ m ] [ m ]
2. Main Bridge Frankfurt rail/road Germany 1972 1 104 multi bar 290 31,0 94+148+26
Penang Bridge road Malaysia 1984 2 148 multi bar 618 29,7 108+225+108
Muna Water Reservoir reservoir Saudi Arabia 1985 44 616 DYNA Bond 495 60+220+60
Shin Ayabe Bridge road Japan 1986 1 20 multi bar 95 10,8 110
Dame Point Bridge road USA 1987 2 288 multi bar 1800 32,3 198+396+198
Quincy Bridge road USA 1987 2 56 DYNA Bond 234 17,7 134+274+134
Olympic Grand Bridge road South Korea 1988 1 48 DYNA Bond 330 30,0 150+150
Alamillo Bridge, Sevilla road Spain 1991 1 28 DYNA Bond 330 32,0 200
Paterna Bridge road Spain 1991 1 10 DYNA Bond 26 17,0 64+34
Clark Bridge, Alton road USA 1993 2 40 DYNA Bond 351 31,4 92+231+92
Odawara Blueway Bridge road Japan 1994 2 64 DYNA Bond 60 13,0 74+122+74
Salpasilta pedestrian Finland 1994 1 12 mono bar 3,4 4,5 20+40
Lechsteg Bridge pedestrian Austria 1995 1 14 mono bar 3,2 4,3 32+24
Kap Shui Mun Bridge rail/road Hong Kong 1995 2 176 DYNA Bond 2500 35,2 430+4x80+70
Usti nad Labem Bridge road Czech Republic 1997 1 30 DYNA Bond 35 24,0 132
Sidney Lanier Bridge road USA 1998 2 176 DYNA Bond 875 24,2 190+381+190
Dubrovnik Bridge road Croatia 2000 1 38 DYNA Bond 310 14,0 87+304+90
Rosario Victoria Bridge road Argentina 2000 2 128 DYNA Grip 770 22,8 120+350+120
Lipon Bridge road Finland 2000 1 13 DYNA Bond 40 12,5 74+25
Blautal Bridge road Germany 2001 1 8 DYNA Bond 8 12,0 41+29
Fitchburg Bridge road USA 2002 2 52 DYNA Bond 52 13,6 51+109+36
Goorana Reservoir, Mecca reservoir Saudi Arabia 2002 10 680 mono bar 200 40+40
Nelson Mandela Bridge road South Africa 2002 2 52 DYNA Grip 104 14,2 42+176+66
Kampen Bridge road Netherlands 2002 1 24 DYNA Grip 187 20,0 91+150
6th Street Bridges road USA 2002 2 48 DYNA Grip 205 17,5 2 x (38+60)
Maumee Bridge road USA 2003 1 40 DYNA Grip 914 38,7 187+187
Lane Avenue Bridge road USA 2003 1 20 DYNA Grip 19 34,2 56,5+56,5
Provencher Bridge pedestrian Canada 2003 1 44 DYNA Grip 45 7 82,6+109,6
References
13
-
DSI Group HQ and HQ Europe
DYWIDAG-SYSTEMSINTERNATIONAL GMBHP.O. Box 81026881902 Munich, GermanyDywidagstrasse 185609 AschheimPhone +49-89-92 67-0Fax +49-89-92 67-252E-mail: [email protected]
www.dywidag-systems.com
HQ America
DYWIDAG-SYSTEMSINTERNATIONAL USA INC.320 Marmon DriveBolingbrook, IL 60440USAPhone +1-630-739 11 00Fax +1-630-972 96 04E-mail: [email protected]
HQ Asia - Pacific
DYWIDAG-SYSTEMSINTERNATIONAL PTY. LTD.P.O. Box 370Charlestown NSW 2290, Australia25 Pacific HighwayBennetts Green NSW 2290Phone +61-2-49 48 90 99Fax +61-2-49 48 40 87E-mail: [email protected]
HQ Germany
SUSPA-DSI GmbHMax-Planck-Ring 140764 LangenfeldGermanyPhone +49-2173-7902-0Fax +49-2173-7902-20E-mail: [email protected]
Europe
AustriaDYWIDAG-SYSTEMSINTERNATIONAL GMBHNiederlassung SalzburgChristophorusstrasse 125061 Elsbethen/Salzburg, AustriaPhone +43-662-62 57 97Fax +43-662-62 86 72E-mail: [email protected]
Office for North and Eastern EuropeKarl-Boehm-Strasse 102602 Neurisshof, AustriaPhone +43-2628 48440Fax +43-2628 48441E-mail: [email protected]
Belgium and LuxembourgDYWIDAG-SYSTEMSINTERNATIONAL N.V.Industrieweg 253190 Boortmeerbeek, BelgiumPhone +32-16-60 77 60Fax +32-16-60 77 66E-mail: [email protected]
Croatia, Bosnia and HerzegovinaPRESS-KONObala Hrvatskognarodnog preporoda 621000 Split, CroatiaPhone +385-21-34 27 66Fax +385-21-3425 95
Czech RepublicSM 7, A.S.Modransk 4314700 Praha 4, Czech RepublicPhone +420-2-44 46 15 40Fax +420-2-44 46 07 52E-mail: [email protected]
DenmarkAAGE CHRISTENSEN A/SSkelmosevej 102500 Valby, DenmarkPhone +45-36-44 24 44Fax +45-36-44 20 24E-mail: [email protected]
EstoniaSAGA GruppPeterburi tee 9011415 Tallinn, EstoniaPhone +372 6012934Fax +372 6012935E-mail: [email protected]
FinlandTENSICON OYRattitie 17007700 Helsinki 77, FinlandPhone +358-9-35 05 990Fax +358-9-35 05 9910
FranceDYWIDAG-SYSTEMSINTERNATIONAL GMBHSuccursale France8. rue du Grand Pr95640 Marines, FrancePhone +33-1-30 39 42 42Fax +33-1-30 39 62 72E-mail: [email protected]
GermanySUSPA-DSI GmbHMax-Planck-Ring 140764 LangenfeldPhone +49-2173-7902-0Fax +49-2173-7902-20E-mail: [email protected]
SUSPA-DSI GmbHOffice KoenigsbrunnGermanenstrasse 886343 KoenigsbrunnPhone +49-8231-9607-0Fax +49-8231-9607-20E-mail: buero.koenigsbrunn
DYWIDAG-SYSTEMSINTERNATIONAL GMBHBU Form Tie SystemsSchallbruch 53-5542781 HaanPhone +49-2129-9322-0Fax +49-2129-9322-10E-mail: dsihaan
@dywidag-systems.com
Great BritainDYWIDAG-SYSTEMSINTERNATIONAL LTD.Northfield RoadSoutham, WarwickshireCV47 OFG, Great BritainPhone +44-1926-81 39 80Fax +44-1926-81 04 09E-mail: [email protected]
GreeceFor Geotechnical SystemsHELLENPLAN 18, Filolaou StreetAthen 11633, GreecePhone +30-10-752 07 53Fax +30-10-751 21 68E-mail: [email protected]
For Post-Tensioning SystemsKostantinos Zervas 34th Sintagmatos Pezikon 5Pireas TK 18532 AthenGreecePhone +30-10-417 6276Fax +30-10-412 2123E-mail: [email protected]
ItalyDYWIT SPAVia Albricci, 520122 Milano, ItalyPhone +39-02-72 00 06 77Fax +39-02-86 93 93 5E-mail: [email protected]
NetherlandsDYWIDAG-SYSTEMSINTERNATIONAL B.VVeilingweg 25301 KM ZaltbommelNetherlandsPhone +31-418-57 89 22Fax +31-418-51 30 12E-mail: [email protected]
NorwayDYWIDAG-SYSTEMSINTERNATIONAL A/SP.O. Box 1131483 Skytta, NorwayPhone +47-67-06 15 60Fax +47-67-06 15 59E-mail: [email protected]
PortugalDYWIDAG-SYSTEMSINTERNATIONAL GMBH (Sucursal)Alameda dos Oceanos, lote 315.01Escritrio 61900-000 Lisboa, PortugalPhone +351-21-892 28 90Fax +351-21-892 28 99E-mail: [email protected]
SwedenSpnnProjektTallhammarsvgen 1118633 Vallentuna, SwedenPhone +46-8-51 17 51 00Fax +46-8-51 17 17 00E-mail: spannprojekt
@beta.telenordia.se
SwitzerlandSpannStahl AGIndustriegebiet Wsseristrasse 298340 Hinwil/ZH, SwitzerlandPhone +41-1-938 97 97Fax +41-1-938 97 90E-mail: [email protected]
SpainDYWIDAG-SISTEMASCONSTRUCTIVOS S.A.Polgono IndustrialLos GallegosCalle Azor 25-2728946 Fuenlabrada, SpainPhone +34-91-642 20 72Fax +34-91-642 27 10E-mail: dywidag
@dywidag-sistemas.com
Middle East
IranPADSI CO.31, Varshow St.Nejatollahi (Villa) Ave.Tehran - 15986 IranPhone +98-21-890 17 99Fax +98-21-890 53 78
Saudi ArabiaDYWIDAGSAUDI ARABIA CO., LTD.P.O. Box 1261Jubail 31951, Saudi-ArabiaPhone +03-341-6306/341 6307Fax +03-341-6302E-mail: [email protected]
TurkeyM.ZGNERIIskenderoglu Sk.41Mutlu Ap. Daire 680260 Istanbul-Sisli, TurkeyPhone +90-212-234 56 12Fax +90-212-231 95 30
United Arab Emirates, Qatar, OmanMBMP.O. Box 44694Abu Dhabi - U.A.E.Phone +971-2-674 31 32Fax +971-2-674 30 79
-
Costa RicaSUPERBA S.A.Pozuelo 100M Norte y 25 OesteLa Uruca, San Jos, Costa RicaPhone +50-6-255-1044Fax +50-6-255-1110E-mail: [email protected]
MexicoDSI MEXICO, S.A. DE C.V.Calle Tecuitapan #6Col. Las Palmas CP 62050Cuernavaca, Morelos, MexicoPhone +52-73-12 64 96Fax +52-73-14 14 79E-mail: [email protected]
South America
Argentina-Uruguay-ParaguayCompaa Sudamericana de Postensado S.A. (CSP)Ing. Daniel MOYALeandro N. Alem 661 piso 7 oficina 171001 BUENOS AIRES CapitalPhone +54 (11) 4312-4434 / 35Fax +54 (11) 4312-1143E-mail: [email protected]
BrazilPROTENDIDOS DYWIDAG LTDA.Caixa Postal, 3235, CEP 01060-970Street address:Rua Marques de Itu 58-15 Andar01223-905 - Sao Paulo-SP, BrasilPhone +55-113-231-37 99Fax +55-113-231-12 76E-mail: [email protected]
ChileSr. Miguel MandryE. Marquina 3937 of. 608VitacuraSantiago de ChilePhone +56-2-207-4585Fax +56-45 718-336E-mail: [email protected]
ColombiaTENSAR LTDA.Transversal 70-B No. 4-36Santa F de Bogot, ColombiaPhone +57-1-262-6685Fax +57-1-261-2882E-mail: [email protected]
PeruSAMAYCA INGENIEROS S.A.Av. A. Benavides 245Of. 604-605 L-18Lima, PerPhone +51-1-446-3356Fax +51-1-445-6628E-mail: [email protected]
VenezuelaPOSTENSADO V.N. INDUSTRIAL DE VENEZUELA S.A. (PIV)Av. Francisco de MirandaEdificio Humboldt, Piso 1, Apto. 2Plaza Altamira, Caracas, VenezuelaPhone +58-2-261-8516Fax +58-2-261-2854E-mail: [email protected]
North and Central America
USADYWIDAG-SYSTEMSINTERNATIONAL USA INC.
North Central DivisionHeadquarters320 Marmon Drive, USABolingbrook, IL 60440Phone +1-630-739 11 00Fax +1-630-972 96 04E-mail: [email protected]
North East DivisionHeadquarters15 Industrial RoadFairfield, NJ 07004-3017Phone +1-973-276-92 22Fax +1-973-276-92 92E-mail: [email protected]
South Central DivisionHeadquarters1801 N. Peyco DriveArlington, TX 76001-6704Phone +1-817-465-33 33Fax +1-817-465-36 96E-mail: [email protected]
South East DivisionHeadquarters4732 Stone DriveTucker, GA 30084Phone +1-770-491-37 90Fax +1-770-938-12 19E-mail: [email protected]
Western DivisionHeadquarters2154 South StreetLong Beach, CA 90805, USAPhone +1-562-531-61 61Fax +1-562-531-26 67E-mail: [email protected]
DSI Ground Support Headquarters3900 West 700 SouthSalt Lake City, UT 84104Phone +1-801-973-7169Fax +1-801-973-7172E-mail: [email protected]
CanadaDYWIDAG-SYSTEMSINTERNATIONALCANADA LTD.
Eastern Division65 Bowes Road, Unit 5Concord, Ontario L4K 1H5, CanadaPhone +1-905-669 49 52Fax +1-905-669 21 48E-mail: [email protected]
Western DivisionSuite 10319433 96th AvenueSurrey, BC V4N 4C4, CanadaPhone +1-604-888-88 18Fax +1-604-888-50 08E-mail: [email protected]
Rest of South AmericaDSI LatinoamericaAv. Pardo 901 Dpto. 504MirafloresLima, PerPhone +51-1-444-6793Fax +51-1-446-1527E-mail: [email protected]
Africa
EgyptMISR DYWIDAG20 Haroun StreetDokki-GizaCairo, EgyptPhone +20-2-748 28 27Fax +20-2-748 62 53E-mail: [email protected]
South AfricaDYWIDAG-SYSTEMSINTERNATIONAL PTY. LTD.P.O. Box 60 59Homestead 1412South Africa
Street Address:30 North Reef RoadElandsfontein 1412Johannesburg, South AfricaPhone +27-11-878 68 00Fax +27-11-878 68 11
STEELEDAG (PTY.) LTD.P.O. Box 83654South Hills2136 Gauteng, South AfricaPhone +27-11-871 41 11Fax +27-11-871 41 36E-mail: [email protected]
STEELEDALE SYSTEMSP.O. Box 83654South Hills2136 Gauteng, South AfricaPhone +27-11-876 50 00Fax +27-11-876 51 51
Asia - Pacific
DYWIDAG-SYSTEMSINTERNATIONAL PTY. LTD.
Eastern Australia25 Pacific HighwayBennetts Green NSW 2290AustraliaPhone +61-2-49 48 90 99Fax +61-2-49 48 40 87E-mail: [email protected]
Western AustraliaGate 3Wood StreetBassendean WA 6054, AustraliaPhone +61-8-94 49 83 21Fax +61-8-94 49 83 25E-mail: [email protected]
ChinaDYWIDAG-SYSTEMSINTERNATIONALFAR EAST LTD.Room 2306CC Wu Building302-308 Hennessy RoadWanchai, Hong KongPhone +852-2833-91 70Fax +852-2834-55 21E-mail: [email protected]
JapanSUMITOMO ELECTRIC INDUSTRIES LTD.Special Steel Wire Division3-12 Motoakasaka1-chome Minato-kuTokyo, Japan 107Phone +81-3-34 23 51 31Fax +81-3-34 23 50 01
KoreaDYWIDAG-SYSTEMS KOREA CO.LTD.5th Floor, Spring Morning B/D249-2 Yangjae-dong Seocho-kuSeoul 137-130, KoreaPhone +82-2-34 72-01 41Fax +82-2-34 72-01 45E-mail: [email protected]
SingaporeUTRACO STRUCTURALSYSTEMS PTE LTD7E Pioneer Sector 1Singapore 628446Phone +65-6415-3078Fax +65-6863-1928E-mail: [email protected]
TaiwanDYWIDAG-SYSTEMS INTERNATIONAL CO.LTD.11th Fl., No. 28, Tung Hsing RoadTaipei 105Taiwan, R.O.C.Phone +886-2-27 48 10 76Fax +886-2-27 47 05 76E-mail: dsitaiwan@
dywidag-systems.com.tw
ThailandDYWIDAG-SYSTEMSINTERNATIONAL CO. LTD.408 / 150 Phaholyothin Place,35th Fl., Phaholyothin Rd.Samsennai, PhayathaiBangkok 10400, ThailandPhone +66-2-619 07 45-7Fax +66-2-619 07 48E-mail: [email protected]
-
A U S T R I A
A R G E N T I N A
A U S T R A L I A
B E L G I U M
B O S N I A A N D H E R Z E G O V I N A
B R A Z I L
C A N A D A
C H I L E
C O L O M B I A
C O S TA R I C A
C R O AT I A
C Z E C H R E P U B L I C
D E N M A R K
E G Y P T
E S T O N I A
F I N L A N D
F R A N C E
G E R M A N Y
G R E AT B R I TA I N
G R E E C E
H O N G K O N G
I N D O N E S I A
I R A N
I TA LY
J A P A N
K O R E A
L E B A N O N
L U X E M B O U R G
M A L A Y S I A
M E X I C O
N E T H E R L A N D S
N O R W A Y
O M A N
P A N A M A
P A R A G U A Y
P E R U
P O R T U G A L
Q ATA R
S A U D I A R A B I A
S I N G A P O R E
S O U T H A F R I C A
S P A I N
S W E D E N
S W I T Z E R L A N D
TA I W A N
T H A I L A N D
T U R K E Y
U N I T E D A R A B E M I R AT E S
U R U G U A Y
U S A
V E N E Z U E L A
w w w . d y w i d a g - s y s t e m s . c o m
DSI Group HQ
DYWIDAG-SYSTEMSINTERNATIONAL GMBHP.O. Box 81026881902 MunichGERMANYDywidagstrasse 185609 AschheimPhone +49-89-92 67-0Fax +49-89-92 67-252E-mail: [email protected]
0416
8-1-
/01.
03-3
.000
go
ho
DYWIDAG Multistrand Stay Cable SystemsReferencesGeneralQuality AssuranceDYWIDAG Stay Cable SystemsDYNA Bond AnchorageDYNA Grip AnchorageCorrosion ProtectionOuter SheathingBearings and DampersInstallationInstallation
DSI ServicesStay Cable JacksReferencesDSI Group Addresses