Redaelli Tecna S.p.A.Engineering Division

Via A. Volta, 1620093 Cologno MonzeseMilano, ItalyTel. +39 02 25307291Fax +39 02 25307292engineering@redaelli.comwww.redaelli.com

11.2i-e Redaelli Tecna S.p.A. - Engineering DivisionProgetto e Stampa: Dimaprint - Milano, Italy

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T E N S O S T R U C T U R E S

E N G I N E E R I N G

S U S P E N S I O N S T R U C T U R E S

CABLE STAYED STRUCTURES

1Redaelli Engineering Division

nata con il nome

Tensoteci nel 1972 con lo

scopo di introdurre le

tensostrutture in Italia e

assolvere tutte le fasi

progettuali e realizzative di

questo prodotto.

Oggi Engineering Division

leader nel settore e offre

soluzioni tecniche

complete, comprese

linstallazione e servizi di

manutenzione per ogni tipo

di tensostruttura.

Nel recente passato ha

legato il proprio nome alla

costruzione del ponte

Storeblt in Danimarca

(il pi grande ponte

sospeso dEuropa),

al consolidamento della

torre di Pisa, alla

progettazione del sistema

di funi della gigantesca

ruota di fine millennio di

Londra, alla realizzazione

della copertura dello Stadio

Olimpico di Atene, della

copertura della Arena di

Zagabria e del Parco

divertimenti coperto

Khan Shatyr ad Astana.

Redaelli Engineering Division,

as Tensoteci, started its

activity to introduce

tensostructures in Italy from

1972, with the scope to

perform all the activities

from design to manufacture.

Now, Engineering Division

is a leader in this market

and offers complete

technical solutions,

including cable installation

and maintenance services

for all types of

tensostructure.

In the recent past we have

been involved in the

Storeblt suspension

bridge project (the largest

suspension bridge in

Europe), in the Pisa leaning

tower consolidation works,

in the cables system of the

Giant London Eye

observation wheel, in the

Athens Olympic Stadium

cable stayed roof, in the

Zagreb Arena suspension

roof and in the Khan Shatyr

Entertainment Centre

in Astana.

E S P E R I E N Z E

E X P E R I E N C E

Picture: Palladium

5Stadio Juventus, Torino, ItaliaJuventus Stadium, Turin, Italy

2010-2011

Copertura strallata. 28 funiFLC 104, 4 funi FLC 75. Le funi hanno unalunghezza totale di circa3300 m per una massa di200 tonnellate.

Stayed roof. 28 ropes FLC 104, 4 ropes FLC 75.Total ropes length is about3300 m for a total mass of200 tons.

6Stadio BC Place, Vancouver, CanadaBC Place Stadium, Vancouver, Canada

2010-2011

Copertura sospesaretrattile, 40.500 m2 coperti.Anello di funi composto dapi di 6.000 m di funeFLC 125.

Suspension retractableroof, 40.500 m2 covered.Ring cables made of morethan 6.000 meters oflocked coil cables FLC 125.

FRE

YS

SIN

ET

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ictu

res:

B.

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sin

7Stadio Nazionale, Varsavia, PoloniaNational Stadium, Warsaw, Poland

2010-2011

Copertura sospesa retrattilecomposta da n. 2090 funiFLC e OSS Galfan in 23diversi diametri dal 17 al150 mm, per una lunghezzatotale di circa 40.000 mpari a 1.300 tons.Copertura fissa 55.000 m2;copertura mobile 10.000 m2.

Suspension retractableroof, composed by nr. 2090cables of FLC and OSSwith nr. 23 differentdiameters, from 17 to 150 mm, for an approximatetotal length of 40.000 mand a weight of 1.300 tons.Fixed covered area55.000 m2, movablecovered area 10.000 m2.

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lt b

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ictu

res:

C.

Gen

uzio

8Palazzetto per mountain bike, Manchester, Gran BretagnaNational Indoor BMX Centre, Manchester, Great Britain

2010-2011

Copertura strallata con100 m di luce, 9.000 m2coperti. Stralli a terra inFLC 60 e funi disospensione in FLC 32.

Stayed roof with 100 mspan, 9.000 m2 covered.Suspension and back staysin FLC 32 and FLC 60.

9Ponte Jamarat, Mina, Arabia SauditaJamarat bridge, Mina, Saudi Arabia

2010

Sistema di sospensionedella membrana, 35000 m2totali coperti, composto dapi di n. 400 funi con funiFLC e OSS con diametri da16 a 85 mm.

Cable system formembrane covering,35000 m2 covered, made ofmore than nr. 400 cablesboth FLC and OSS, withdiameters between 16 and85 mm.

TAM

IMI &

SO

NS

- E

ng.

M.

Maf

feis

10

Ponte ad arco Dambovita, Bucarest, RomaniaDambovita arch bridge, Bucharest, Romania

2010

Ponte stradale ad arco,117 m luce libera conpendini in fune FLC 70.

Arch road bridge, 117 mspan. Hangers made withFLC 70.

11

Passerella sospesa Forsoddin, Leira, NorvegiaSuspension footbridge Forsoddin, Leira, Norway

2010

Passerella sospesa con132 m di luce libera. Funi portanti FLC 60.

Suspension footbridge with132 m span. Main cables FLC 60.

12

ATM

-IN

TOP

Passerella pedonale adarco, 143 m di luce libera,n. 100 pendini in funi FLC 36.

Arch footbridge, 143 mspan, nr. 100 hangers FLC 36.

Passerella pedonale Bernatka sul fiume Vistola, Cracovia, PoloniaFootbridge Bernatka over Vistula river, Krakow, Poland

2010

13

Passerella ciclopedonalestrallata di 86 + 86 m diluce libera. Stralli in funechiusa FLC 75, 60, 44.

Pedestrian stayedfootbridge. 86 + 86 m span. Full locked coil strands FLC 75, 60, 44.

Passerella strallata, Pescara, ItaliaStayed footbridge, Pescara, Italy

2009P

ictu

res:

Sta

hlb

au P

ichl

er

14

Copertura Yas Marina Circuit, Abu DhabiYas Marina Circuit Covering, Abu Dhabi

2009

Funi di sostegno persistema di copertura amembrana. 2500 + 8900 m2coperti.

Suspension cable systemfor membrane structure.2500 + 8900 m2 covered.

15

Passerella sospesa, Podgorica, MontenegroSuspension footbridge, Podgorica, Montenegro

2009

Passerella sospesa con71,5 m di luce libera. Funiportanti e pendini FLC 40 eOSS 12.

Suspension footbridge with71,5 m span. Main cablesand hangers FLC 40 andOSS 12.

Pic

ture

s: In

ter-

Mos

t A

D B

elgr

ade

16

Zagreb Arena, Zagabria, CroaziaZagreb Arena, Zagreb, Croatia

2008-2009

Copertura sospesa con 136 m massimi di lucelibera, 15.200 m2 coperti.Funi principali e funi disospensione in fune chiusaFLC 60, 64, 40, 35, 24 emorsetti di collegamento.

Suspended roof with 136 m maximum span,15,200 m2 covered. Maincables and suspensioncables in full locked cablesFLC 60, 64, 40, 35, 24 andheavy clamps.

Pic

ture

s:

Stu

dio

HR

G d

.o.o

.

17

Passerella pedonale sospesa Collegebrug, Kortrijk, BelgioCollegebrug suspension footbridge, Kortrijk, Belgium

Passerella pedonalesospesa con particolaregeometria ad S di 210 m dilunghezza con campatacentrale di luce libera 86 m.Funi principali e pendini infune chiusa FLC 93,FLC 60 e fune spiroidaleOSS 18, OSS 32.

Suspended footbridgefollowing an S shape.The bridges length is 210 mwith a central span of 86 m.Main cables and hangersFull locked cables FLC 93,FLC 60 and open spiralstrand OSS 18, OSS 32.

2008-2009P

ictu

res:

A

lesa

Dam

18

Parco divertimenti coperto Khan Shatyr, Astana, KazakistanKhan Shatyr Entertainment Center, Astana, Kazakhstan

2008-2009P

ictu

res:

C

ontr

asto

19

Parco divertimenti coperto Khan Shatyr, Astana, KazakistanKhan Shatyr Entertainment Center, Astana, Kazakhstan

2008-2009

La pi alta struttura tessiledel mondo. Rete di funi abase ellittica alta 150 m,15,000 m2 coperti. 180 t mdi funi OSS.

The tallest tensile structurein the world. Elliptical basecable-net structure, 150metres high, 15,000 m2covered. 180 tons m ofOSS cables.

20

Passerella strallata, Casalecchio di Reno (Bologna), ItaliaStayed footbridge, Casalecchio di Reno (Bologna), Italy

Passerella strallata conpennone inclinato, 74 m diluce libera. Stralli in funechiusa FLC 54 e FLC 32.

Stayed footbridge withsloping mast, 74 m span.Stay cables FLC 54 andFLC 32.

2008

21

Passerella pedonale sul fiume Adda, Albosaggia (Sondrio), ItaliaFootbridge over the Adda river, Albosaggia (Sondrio), Italy

Passerella pedonalesospesa, 63 m di lucelibera. Funi portanti estabilizzanti.

Suspension footbridge,63 m span. Supporting andstabilizing cables.

2008Te

nsos

paz

io,

Italy

22

Passerella Parque de Alzamora, Saragozza, SpagnaPedestrian bridge Parque de Alzamora, Zaragoza, Spain

2008

Passerella strallata perlExpo 2008 di Saragozzacon 94 + 191 m di lucelibera. Stralli in fune chiusaFLC 35, 40, 45 e 128.

Pedestrian stayedfootbridge for the ZaragozaExpo 2008 with 94 + 191 mspan. Full locked coilstrands FLC 35, 40, 45 and128.

FCC

, S

pai

n

23

Expo 2008 - Struttura tessile, Saragozza, SpagnaExpo 2008 - Textile structure, Zaragoza, Spain

2008

Funi di sostegno coperturaa membrana, 400 m di lucelibera, 5000 m2 coperti.

Suspension cables fortextile structure, 400 mspan, 5000 m2 covered.

IAS

O,

Sp

ain

24

Ponte ad arco, Zambana Vecchia (Trento), ItaliaArch bridge, Zambana Vecchia (Trento), Italy

2008

Ponte stradale ad arco,60 m di luce libera. Pendiniin barre di diametro 72 mm.

Arch road bridge, 60 mspan. Hangers made withbars 72 mm diameter.

Ob

eros

ler

- C

ord

ioli,

Ital

y

25

Ponte stradale strallato,130+130 m di luce libera.Stralli in fune chiusa FLC116 e 128.

Cable stayed road bridge,130+130 m span. FLC 116and 128 stay cables.

Ponte strallato Adige, Lavis (Trento), ItaliaAdige stayed bridge, Lavis (Trento), Italy

2007-2008O

ber

osle

r -

Cor

dio

li, It

aly

26

Ponte ferroviario metropolitano, Gerusalemme, IsraeleLight rail train bridge, Jerusalem, Israel

2007-2008P

ictu

res:

P

alla

diu

m

27

Ponte ferroviario metropolitano, Gerusalemme, IsraeleLight rail train bridge, Jerusalem, Israel

2007-2008

Ponte ferroviario strallato di225 m di luce libera conpennone inclinato di altezza120 m. 70 stralli FLC 30,40, 50 e 90.

Stayed Bridge, 225 m spanand 120 m tall mast. N. 70stay cables FLC 30, 40, 50and 90.

28

Ponte stradale sospeso lvsborg, Gothenburg, Svezialvsborg road suspension bridge, Gothenburg, Sweden

2007-2008

Ponte sospeso avente418 m di luce libera.Sostituzione dei 112pendini doppi disospensione in fune chiusaFLC 45 extra-flessibile.

Suspension road bridge.418 m free span.Replacement of the 112twin hangers with FLC 45extra-flexible.

29

Scavalcamento pedonale autostrada A13, Bologna, ItaliaPedestrian walkway A13 motorway, Bologna, Italy

2007-2008

Passerella pedonalestrallata con strutturaportante a portale estabilizzazione di impalcato. 90 m di luce libera.

Stayed-stabilizedfootbridge with portal mastsystem, 90 m free span.

Stu

dio

Tec

nico

Maj

owie

cki

30

FCC

, S

pai

n

Ponte stradale ad arco sul fiume Guadalquivir, Cordoba, SpagnaArch road bridge over the Guadalquivir river, Cordoba, Spain

2007

Ponte stradale a doppioarco con 92 pendini in funiFLC 37, 40 e 45. 130 m di luce libera.

Double arch road bridge130 m span, 92 hangersFLC 47, 40 and 45.

31

Ltd

"E

lita-

Bur

ji",

Geo

rgia

Pontile, Ureki, GeorgiaPier, Ureki, Georgia

2007

Pontile in tensostruttura,70+70 m di luce libera.Sistema di funi chiuse espiroidali di vario diametro.

Tensostructural pier, 70+70 m span. Full lockedcoil and open spiral cablesystem.

32

Passerella pedonale sopra lo Zuid, Willelmsvaart, BelgioFootbridge over Zuid, Willelmsvaart, Belgium

2007

Passerella pedonalestrallata, 76 m di luce liberae pilone inclinato di 42 md'altezza.

Cable stayed footbridge, 76 m span and 42 m tallcurved A-mast.

33

Ponte strallato Fabian Way, Swansea, Gran BretagnaFabian Way stayed bridge, Swansea, Great Britain

2007

Ponte stradale strallato,70 m luce libera. Stralli FLC56 con capicorda regolabilidel tipo TBF.

Stayed road bridge, 70 mspan. Stay cables systemwith FLC 56 and adjustablesocket type TBF.

Pic

ture

s:

Jam

es S

amue

l - F

lint

& N

eill

Par

tner

ship

Des

igne

r

34

Copertura fiera di Madrid, SpagnaMadrid fair pavilion roof, Spain

2007

Sistema radiale di funi dicatena per copertura avolta, 111 m di luce libera.

Tensostructure chainsystem for the pavilionvault roof with 111 m span.

35

Passerella pedonale, Segrate (Milano), ItaliaFootbridge, Segrate (Milan), Italy

2007

Passerella pedonalesospesa, 10+39+10 m diluce libera.

Suspension footbridge10+39+10 m span.

36

Ponte ad arco stradale, Egna Ora (Trento), ItaliaArch road bridge, Egna Ora (Trento), Italy

2007

Ponte ad arco, pendini infune FLC 44 con guaina inpolietilene HDPE, 60 m diluce libera.

Arch road bridge, 60 mspan. Hangers FLC 44protected with HDPEsheath.

37

Ponte stradale ad arco, Lucca, ItaliaArch road bridge, Lucca, Italy

2006-2007

Ponte stradale ad arco con46 pendini in fune FLC 72 e132 m di luce libera.

Arch road bridge with 46hangers FLC 72 and 132 mfree span.

38

Passerella pedonale Universit di Limerick, EIREUniversity of Limerick pedestrian bridge, EIRE

Passerella sospesa, 6 x 44 m di luce libera. Funi spiroidali OSS 40.

Suspension footbridge, 6 x 44 m span. OSS 40 cable system.

2006-2007P

ictu

res:

R

os K

avan

agh

- W

ilkin

son

Eyr

e A

rchi

tect

s

39

Membrana pontile Ichnusa, Cagliari, ItaliaMembrane pier Ichnusa, Cagliari, Italy

2006

Strallatura per la membranadi copertura di 1829 m2.Sistema di funi zincate einox.

Membrane stayed roof of1829 m2. Galvanized andstainless steel cablesystem.

40

Passerella strallata, Pireo, GreciaStayed footbridge, Piraeus, Greece

2006

Passerella pedonalestrallata, 43 m span. Stralli in OSS 17 e FLC 55 e 86.

Cable stayed footbridge, 43 m span. Stay cablesOSS 17 and FLC 55, 86.

Stu

dio

Tec

nico

Maj

owie

cki

41

Stazione ferroviaria di Caracas, VenezuelaRailway station roof in Caracas, Venezuela

2006

Doppia copertura strallatacontrapposta sostenuta da35 x 120 m e 85 x 20 m diluce libera per un totale di4200 + 1700 m2 coperti.Strallatura in fune chiusa.

Double cable stayed roof.35 x 120 m and 85 x 20 mspan for 4200 + 1700 m2covered. FLC stay system.

42

2006

Passerella sospesa M-40, Madrid, SpagnaSuspension footbridge M-40, Madrid, Spain

Passerella sospesa conluce libera di 89 m. Funiportanti FLC 106, pendini estralli OSS 26 e 20.

Suspension footbridge with89 m free span. Catenarycable hangers and staycables FLC 106, OSS 26and OSS 20.

Car

los

Fern

and

ez C

asad

o -

MK

4

43

Passerella sospesa R-3, Madrid, SpagnaSuspension footbridge R-3, Madrid, Spain

Passerella sospesa con40+110+40 m di lucelibera. Funi portanti FLC118, pendini e stralli OSS26 e 20.

Suspension footbridge with40+110+40 m free span.Catenary cable hangersand stay cables FLC 118,OSS 26 and OSS 20.

2006C

arlo

s Fe

rnan

dez

Cas

ado

- M

K4

44

Ponte a doppio arco. 30 pendini FLC 52, 90 m diluce libera.

Double arch bridge. 30 hanger cables FLC 52,90 m span.

Ponte stradale ad arco, Pieve di Soligo (Treviso), ItaliaArch road bridge, Pieve di Soligo (Treviso), Italy

2005-2006

45

Passerella ciclopedonalesospesa, 170 m di lucelibera. Funi portanti,stabilizzanti e pendini.

Suspension footbridge, 170 m span. Main cables,stabilizing cables andhangers.

Passerella pedonale, Karjaly, BulgariaFootbridge, Karjaly, Bulgaria

2005-2006P

ictu

res:

RE

A B

ulga

ria

46

Passerella strallata, Sestriere (Torino), ItaliaPedestrian bridge, Sestriere (Turin), Italy

2005-2006

Passerella strallata per iGiochi Olimpici Invernali diTorino 2006.

Pedestrian stayedfootbridge for WinterOlympic Games of Turin2006.

47

Arco Olimpico. Olimpiadi Torino 2006, ItaliaOlympic Footbridge. Winter Olympic Games Turin 2006, Italy

2005-2006

Passerella strallata aventeluce libera di 160 msostenuta da un grandearco inclinato alto 65 msimbolo delle OlimpiadiInvernali di Torino 2006.

Pedestrian stayedfootbridge, symbol of theOlympic Games of Turin2006; 160 m free spandeck stayed on an inclined65 m tall arch.

HD

A P

aris

- A

TI S

erm

eca

Falc

one

48

Ponti stradali, Reggio Emilia, ItaliaRoad bridges, Reggio Emilia, Italy

2005-2006

Sistema di 3 ponti stradali:ponte ad arco di 220 m diluce libera; 2 ponti strallatisostenuti da un arcocentrale alto 70 m aventi90+90 m di luce libera.

System of 3 road bridges:arch bridge with 220 mspan; 2 bridges stayed on70 m tall transverse archwith 90+90 m span.

Pic

ture

s:

Pal

lad

ium

49

Ponti stradali, Reggio Emilia, ItaliaRoad bridges, Reggio Emilia, Italy

2005-2006

50

Ponte ad arco RN 141, Angouleme, FranciaArch bridge RN 141, Angouleme, France

2005

Ponte stradale ad arco, 45 m di luce libera. Pendini diagonali OSS 68con guaina HDPE.

Arch road bridge, 45 mspan. Diagonal hangersOSS 68 + HDPE sheathed.

51

Passerella strallata, Bormio (Sondrio), ItaliaPedestrian bridge, Bormio (Sondrio), Italy

2005

Fornitura di 31 stralli in FLC 50, 42 e OSS 28, 22.Luce libera 62,5 m.

31 stay cables FLC 50, 42and OSS 28, 22. 62,5 m span.

52

Stadio di Malabo, Guinea EquatorialeMalabo Stadium, Equatorial Guinea

2005

Copertura strallata. Sistema di cavi in acciaioinossidabile OSS 14, 19, 24e 32.

Suspension rooftensostructure. Cable staysystem OSS 14, 19, 24 and32 stainless steel.

In

gro

p A

fric

a

53

Ponte strallato, Fuengirola, SpagnaStayed bridge, Fuengirola, Spain

2005

Ponte stradale strallato. 70 m di luce libera.

Cable stayed road bridge. 70 m free span.

Pic

ture

s: F

CC

54

Passerella sospesa, Parco Naturale Alpi Marittime a Valdieri (Cuneo), ItaliaPedestrian suspension bridge, Natural Park Alpi Marittime in Valdieri (Cuneo), Italy

2005

Passerella sospesastabilizzata, 35 m di lucelibera.

Footbridge with supportingand stabilizing cables, 35 m span.

55

Passerella ad arco sul fiume Topino, Foligno (Perugia), ItaliaPedestrian arch bridge over Topino river, Foligno (Perugia), Italy

2005

Passerella con arcoinclinato in pianta, 26 m diluce libera.

Footbridge with inclinedarch, 26 m span.

56

Briglia sul Sarca, Trento, ItaliaRiver Sarca weir filter, Trento, Italy

2005

Sistema di cavi di filtraggio.120 m di luce libera.

Weir cable system, 120 mspan.

57

Passerella sospesa, Venzone (Udine), ItaliaPedestrian suspension bridge, Venzone (Udine), Italy

2004-2005

Passerella sospesa. Funeportante, pendini e funi diparapetto. Luce libera 48 m.

Suspension footbridge.Main cables, hangers andparapet cables. 48 m span.

58

Passerella strallata, Beinasco (Torino), ItaliaFootbridge, Beinasco (Turin), Italy

2004

Passerella ciclopedonale,luce libera 50 m con piloneinclinato di 45 m d'altezza.

Stayed footbridge with50 m free span deck and45 m tall mast.

59

Passerella pedonale, Ortisei (Bolzano), ItaliaPedestrian bridge, Ortisei (Bolzano), Italy

2004

Passerella sospesa, funiportanti e stabilizzanti, 65 m di luce libera.

Suspension footbridge,supporting and stabilizingcables, 65 m span.

60

Passerella pedonale Zouthaven, Amsterdam, Paesi BassiZouthaven footbridge, Amsterdam, The Netherlands

2004

Passerella con sistematensostrutturale, 58 m lucelibera.

Tensostructural footbridge,58 m span.

Pic

ture

s: H

SM

61

Grande ruota con 45 mdi diametro raggiata esospesa tramite un sistemapresollecitato di funi.

Giant wheel with 45 mdiameter suspended with asystem of spoke and staycables.

Scultura in Matosios, PortogalloSculpture in Matosios, Portugal

2004IC

Q,

Por

tuga

l

62

Copertura palasport, Trivero (Biella), ItaliaSports hall roof, Trivero (Biella), Italy

2004

Sistema multi-modulare ditensostrutture piane con 36 m di luce libera. Funiportanti e stabilizzanti inFLC 46 e 31.

Modular planetensostructures, 36 mspan. Main and stabilizingFLC 46 and 31.

Tens

osp

azio

, Ita

ly

63

Passerella strallata ciclopedonale, Farra d'Alpago (BL), ItaliaStayed footbridge, Farra d'Alpago (BL), Italy

2004

Passerella strallata di23+63+23 m di luce libera.Stralli in OSS 44 e 32.

Cable stayed pedestrianbridge, 23+63+23 m span.Stay cables made withOSS 44 and 32.

64

Stadio Olimpico di Atene, GreciaAthens Olympic Stadium, Greece

Copertura strallatasostenuta da due doppiarchi con luce libera di300 m, stralli dicollegamento principali estralli di sospensionesecondari in fune chiusa.32 stralli principali didiametro 104 mm e 90 mm.216 stralli di sospensione didiametro 40 mm.

Cable stayed roofsupported by two doublearches with 300 m freespan, main connection staycables and secondarysuspension stay cablesmade by full locked coilrope. 32 main stay cables104 mm and 90 mmdiameter. 216 suspensionstay cables 40 mmdiameter.

2003-2004P

ictu

res:

P

alla

diu

m

65

Stadio Olimpico di Atene, GreciaAthens Olympic Stadium, Greece

2003-2004

66

Ragnatela di funi. Cerimonia di apertura e chiusura dei Giochi Olimpici di Atene 2004Spidernet for opening and closing ceremony of Olympic Games 2004 in Athens

2003-2004

Sistema di funi strallato esospeso, dipartente dalcentro campo a raggieracon diametro di 200 m.

Stay an suspension spokecable system, opening fromthe center of field with200 m diemeter.

67

Ponti strallati sullHoofdvaart ad Haarlemmermeer, OlandaStayed bridges over the Hoofdvaart in Haarlemmermeer, Holland

Toolenburg

Sistema di due pontistradali e pedonali.2x26 m di luce libera.

Two road and walkwaycable stayed bridges.2x26 m span.

2003-2004P

ictu

res:

P

alla

diu

m

68

Ponti strallati sullHoofdvaart ad Haarlemmermeer, OlandaStayed bridges over the Hoofdvaart in Haarlemmermeer, Holland

2003-2004

Nieuw Vennep

Ponte stradale strallato.56+87 m di luce libera.

Cable stayed road bridge.56+87 m span.

Pic

ture

s:

Pal

lad

ium

69

Ponti strallati sullHoofdvaart ad Haarlemmermeer, OlandaStayed bridges over the Hoofdvaart in Haarlemmermeer, Holland

2003-2004

Bennebroekerweg

Ponti stradali strallati sudue livelli. 75+75 m e 20 mdi luce libera.

Cable stayed road bridges.75+75 and 20 m span.

Pic

ture

s:

Pal

lad

ium

70

Ponte stradale, Villanova dAlbenga (Savona), ItaliaRoad bridge, Villanova dAlbenga (Savona), Italy

2003

Ponte stradale strallato con35 m di luce libera e piloneinclinato.

Cable stayed road bridge,with 35 m span andinclined mast.

71

Copertura piscina comunale, Travagliato (Brescia), ItaliaSwimming pool roof, Travagliato (Brescia), Italy

2003

Tensostruttura pianamodulare, 36 m di lucelibera. Funi portanti estabilizzanti FLC 43 e 31.

Modular planetensostructures, 36 mspan, main cables andstabilizing FLC 43 and 31.

Tens

osp

azio

, Ita

ly

72

Stadio di Braga, PortogalloBraga Stadium, Portugal

2002-2003

Copertura sospesa. Funi disospensione, supportispeciali, sistemaammortizzante.202 m di luce libera, 550 tdi funi chiuse.

Suspension Roof.Suspension cables, roofsupports, damping system.202 m span, 550 tons FullLocked Coil Strand.

73

Stadio di Braga, PortogalloBraga Stadium, Portugal

2002-2003

74

Pensilina fiera di Genova, Italia Genoa fair pavilion roof, Italy

2002

Copertura sospesa delpadiglione fieristico. Funi disospensione FLC 30.

Suspension roofsteel/membrane system.Suspension cables FLC 30.

75

Copertura strallata,2 x 120 m di luce libera.

Stand roof tensostructurescables, 2 x 120 m span.

Stadio Hannappi, Vienna, AustriaHannappi Stadium, Wien, Austria

2002

76

Copertura fiera di Bergamo, ItaliaBergamo pavilion roof, Italy

2002

Funi di catena percopertura modulare, 96 mdi luce libera.

Roof cables system withchain cables, 96 m span.

Pic

ture

s: E

sset

itre,

Ital

y

77

Copertura piscina, Oggiono (LC), ItaliaSwimming pool roof, Oggiono (LC), Italy

2001-2002

Copertura strallata di 26 mdi luce libera.

Cable stayed roof, 26 mspan.

78

Passerella pedonale, Gressan (Aosta), ItaliaPedestrian bridge, Gressan (Aosta), Italy

2001-2002

Passarella pedonalestrallata con 62 + 62 m diluce libera.

Cable stayed footbridgewith 62 + 62 m span.

79

2001

Sistema di coperturatensegrity. 5875 m2 disuperficie coperta. Sistemadi funi spiroidali.

Tensegrity membrane roofof 5875 m2. OSS cablesystem.

Velodromo Centro Mondiale del Ciclismo, Aigle, SvizzeraWorld Cycling Centre velodrome, Aigle, Switzerland

Tekh

ne S

A -

Pie

rre

& P

asca

l Gra

nd -

Pas

sera

& P

edre

tti -

Pic

ture

s: L

eo F

abriz

io,

Sw

itzer

land

80

Velodromo di Lommel, BelgioLommel Velodrome, Belgium

2001

Stralli di sospensione percopertura di 7000 m2, con83 x 100 m di luce libera.

Stay cables for stadiumroof of 7000 m2, with83 x 100 m span.

81

Ponte strallato, Spiazzo (Trento), ItaliaPedestrian bridge, Spiazzo (Trento), Italy

2000-2001

Passerella pedonalestrallata con 60 m di lucelibera.

Cable stayed footbridgewith 60 m span, staycables.

82

British Airways London Eye, Londra, InghilterraBritish Airways London Eye, England

1999

Diametro: 135 metri.5.000 metri di stralli.Progetto e fornitura delsistema a funi.

Diameter: 135 m.5.000 metres of stay cables.Wheel cable system, staycable system, dampingsystem, monitoring system.

N

ick

Woo

d 2

000

83

British Airways London Eye, Londra, InghilterraBritish Airways London Eye, England

1999

84

Ponte sospeso Forth Road, Edimburgo, ScoziaForth Road Bridge, suspension bridge, Edinburgh, Scotland

1998-1999

Sostituzione dei pendini disospensione. 406+1006+406 m di lucelibera.

Replacement of hangers.406+1006+406 m span.

85

Torre di Pisa, Italia Leaning Tower of Pisa, Italy

1998

Stralli e sistema dicerchiatura per la messa insicurezza temporanea.

Temporary safety stay andhooping cable system.

86

Passerella pedonale, Lissone (Milano), ItaliaPedestrian bridge, Lissone (Milan), Italy

1998

Passerella curva strallatacon sistema di stralli infune.

Cable stayed curvedfootbridge cable system.

87

Ponte strallato Capelle a/d Ijssel, Paesi BassiCapelle a/d Ijssel Rivium Bridge, The Netherlands

1998

Strallatura con guainaHDPE, luce libera36,5 + 69,5 m.

HDPE sheeted stay cables,36,5 + 69,5 m span.

88

Passerella strallata,18+67+18 m di luce libera.

Cable stayed footbridge18+67+18 m span.

Passerella pedonale, Cortina allAdige (Bolzano), ItaliaFootbridge, Cortina allAdige (Bolzano), Italy

1997

89

Ponte stradale strallato,luce libera 40 m.

Cable stayed road bridge, 40 m span.

Ponte strallato, Palazzolo sullOglio (Brescia), ItaliaStayed road bridge, Palazzolo sullOglio (Brescia), Italy

1996-1997

90

Ponte sospeso Storeblt, DanimarcaStoreblt East Bridge suspension bridge, Denmark

La struttura pi grande inDanimarca.535 + 1624 + 535 metri diluce libera.1.000 tonnellate di funichiuse protette con guainain polietilene impiegate peri pendini di sospensione.

The biggest structure inDenmark.535 + 1624 + 535 m span.1,000 tons of full lockedcoil steel ropes protectedwith HDPE sheath for thehangers.

1996-1997

91

Ponte sospeso Storeblt, DanimarcaStoreblt East Bridge suspension bridge, Denmark

1996-1997

92

Ponte stradale ad arco, Albenga (Savona), ItaliaArch road bridge, Albenga (Savona), Italy

1995

Ponte ad arco, 100 m diluce libera. Pendini disospensione di fune chiusaprotetta con guaina inpolietilene.

Arch bridge, hanger cables,100 m span. FLC hangerswith HDPE sheath.

93

Ponte stradale, Trofarello (Torino), ItaliaRoad bridge, Trofarello (Turin), Italy

1994

Ponte stradale strallato con63 m di luce libera, sistemastrallato e stabilizzato.

Cable stayed road bridgewith 63 m span, stay andstabilizing cables system.

94

1993

Stazione di servizio ERG, Genova, ItaliaERG fuel station, Genoa, Italy

Copertura strallata di 700 m2, sistema di cavi con200 m di luce libera.

Cable stayed covering of700 m2, stay cables systemwith 200 m span.

95

Tensostruttura di coperturadi 2250 m2. Funi portanti, stabilizzanti edella membrana.

Roof space tensostructureof 2250 m2. Supporting, stabilizing,ridge, edge and valleycable system.

Stadio comunale Santamonica, Misano Adriatico (Rimini), ItaliaSantamonica stadium, Misano Adriatico (Rimini), Italy

1992

96

Grande Bigo, Genova, ItaliaGrande Bigo, Genoa, Italy

Struttura spaziale strallata.

Space stayed structure.

1991-1992

97

1990

Stadio Olimpico di Roma, ItaliaOlympic Stadium in Rome, Italy

40.000 m2 di coperturasorretti da una grandetensostruttura.

40.000 sq meterssustained by a largetensostructure.

98

Copertura palazzetto dello sport, Reggio Calabria, ItaliaSports hall roof, Reggio Calabria, Italy

1988

Tensostruttura spaziale.106 x 75 m di luce libera,6750 m2 coperti.

Space tensostructure. 106 x 75 m span, 6750 m2covered. Cable net.

99

Stadio Brianteo di Monza, ItaliaBrianteo stadium, Monza, Italy

1988

Tensostruttura di copertura.4300 m2 di superficiecoperta.

Space tensostructure of4300 m2 for the covering ofthe stand.

100

Strallature torri ed antenneStayed breathing and antenna towers

Strallature per torri diimpianti per lo stoccaggio ela raffinazione di idrocarburie per antenne e ripetitoriradio-televisivi.

Stay cables for breathingtowers for hydrocarbonsrefinery plants andantennas for radio-televisionbroadcasting.

101

Manutenzioni torri ed antenne strallateMaintenance of stayed towers and antennas

Hydrocarbons refinery andstorage plants.Stay cables, inspection andmaintenance, nondestructive inspections(NDI) magnetic particle,magnetoinductive,ultrasonic and dyepenetrant examination,endoscopic inspectionsand topographic survey. Control of cable forces witholeodynamic andvibrational systems.Check on the state ofconservation. Application ofprotective coatingssystems such as TensocoatEpoxy, Tensocoat Wax andTensocoat Pro, sealing withbutyl rubber and aluminiumtapes.

Impianti di raffinazione estoccaggio idrocarburi.Strallature, ispezione emanutenzione, controlli nondistruttivi (NDI)magnetoscopici,magnetoinduttivi,ultrasonori e con liquidipenetranti, ispezioniendoscopiche e controllitopografici.Verifica tiri sulle funimediante sistemioleodinamici e metodivibrazionali.Verifica stato diconservazione generaledelle strallature.Applicazione di sistemiprotettivi superficialiTensocoat Epoxy,Tensocoat Wax eTensocoat Pro, sigillaturecon gomma butilica enastro dalluminio.

102

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Monza MI Stadio Brianteo Monza Calcio Space tensostructure. System of cables 4300 m2 1988Stand Roof

I - Reggio Calabria Sport Hall Roof M.L.M. Space tensostructure. System of cables 106 x 75 m span 6750 m2 1988

I - Roma Olympic Stadium Olimpico 90 Space Tensostructure, Cable System 200 m span 40000 m2 1990

I - Milano Pedestrian Bridge Pessina Cable Stayed Bridge, Stay Cables System 40.2 + 17.7 m 1991

I - Centuripe EN Factory Building Centuripe Multispan Plane Tensostructures 1 x 24 3100 m2 1991Roof Municipality 2 x 24 m span

I - Centuripe EN Factory Building Roof Centuripe Municipality Multispan Plane Tensostructures 3 x 24 m span 1750 m2 1991

I - Genova Grande Bigo, Canobbio Space stayed structure. System of cables 1991 Genova, Italy 1992

I - Nicolosi CT Factory Building Nicolosi Multispan Plane Tensostructure 2 x 24 1500 m2 1992Roof Municipality 3 x 24 m span

I - Vigevano PV Sport Hall CEFER Plane Tensostructures 32 m span 1500 m2 1992

I - Rondissone TO Motoway Terminal Bio Italia Cable Stayed Covering, Stay Cables System 22 m span 3580 m2 1992

I - Alta Nurra SS Anemometric Towers Galtarossa Cable Stayed Towers, Stay Cables System 2 x 96 m Height 1992

I - Ponte Pipeline Bridge Bosco Suspension Bridge, Special Maintenance 96 m span 1992S.Giovanni PG

I - San Vincenzo LI Ropeway Solvay Ropeway, Special Maintenence 5000 m Lenght 1992 1993

I - Carrara MC International Internazionale Multispan Plane Tensostructures 3 x 45 m span 9300 m2 1992Exibition Marmi e Macchine Inspection and Maintenance

I - Sannazzaro PV AGIP Torch Tower SAMIA Cable Stayed Tower, Stay Cables System 134 m Height 1992

I - Misano Santamonica Canobbio Supporting and stabilizing cables 188 m span 2250 m2 1992Adriatico RN Stadium

I - Modena Hippodrome CFM Cable Stayed Covering, Stay Cables System 50 m span 1700 m2 1993Grandstand

I - Genova Square Covering CMC Cable Stayed Covering, Stay Cables System 36 m span 700 m2 1993

I - Torino Football Stadium SAPAM Space Tensostructure, Retensioning, 200 m span 30000 m2 1993 Inspection and Manintenance 1994

I - Roma Hooping of the dome Pouchain Hooping Of The Dome 1993of the S. Maria DegliAngeli Cathedral

I - Roma Torch Tower Raffinerie Di Roma Cable Stayed Tower, Inspection and Maintenance 1993

I - Alta Nurra SS Anemometric Tower Galtarossa Cable Stayed Towers, Inspection and Maintenance 2 x 96 m Height 1993

P - Lisbona 25 April Suspension Hidrosorefame Suspension Bridge, 1993Bridge Replacement of Hangers

I - Varedo MI Factory SACLA Cable Stayed Covering, Stay Cables System 26.2 x 7.4 m 200 m2 1994

I - Pesaro Sport Hall CFM Tensioning Ropes for Space, Truss System 120 m span 10000 m2 1994

I - Torino MGDR Factory MGDR Cable Stayed Road Bridge, Stay Cables System 63 m span 1994

I - Trofarello TO MGDR MGDR Cable Stayed Building, 32 m span 1994Office Building Stay Cables System

GB - Bristol Pedestrian Bridge Cimolai Cable Stayed Bridge, Stay Cables System 75 m span 1994

I - Roseto degli Sport Hall Roof Roseto Plane Tensostructures 50 m span 2500 m2 1994Abruzzi TE Municipality Inspection and Maintenance

I - Arcore MI Swimming Pool Arcore Municipality Plane Tensostructures Special Maintenance 40 m span 1200 m2 1994 Roof 1995

I - Scandicci FI Pedestrian Bridge Scandicci Cable Stayed Bridge Inspection 75 m span 1995Municipality

I - Torino Delle Alpi Stadium SOGEALPI Space Tensostructure Inspection 200 m span 30000 m2 1995Monitoring and Maintenance

I - Roma Olympic Stadium IMAC Space Tensostructure Inspection and Monitoring 200 m 40000 m2 1995

UAE - Abu Dhabi Torch Tower NAO Cable Stayed Towers, Stay Cables System 1995

DK - Storeblt Storeblt COINFRA Suspension Bridge Hangers 535 + 1624 + 535 m span 1995 East Bridge 1997

I - Isili NU Swimming Italengineering Plane Tensostructures, Cables 40 m span 1995 Pool Roofing 1996

I - Brembate BG Sport Hall Roofing Italengineering Plane Tensostructures, Cables 40 m span 1995 1996

I - Albenga SV Road Arch Bridge CFM Arch Suspension Bridge Hangers 100 m span 1995

I - Penice Telecom-TV Tower Libert Piacenza Cable Stayed Tower Inspection 1996Mountain PC and Maintence

I - Avigliano PZ Congress Hall Roof Italengineering Plane Tensostructures, Cables 35 m span 1996

103

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Ferentino FR Stayed Building N2 Stayed Buiding, Stay Cables System 1996

I - Torino Delle Alpi Stadium SOGEALPI Space Tensostructure Inspection, Monitoring 200 m span 30000 m2 1996and Maintenance

I - Palazzolo BS Cable Stayed Viberto Cable Stayed Bridge, Stay Cables System 40 m span 1996Road Bridge 1997

I - Palermo Sport Hall Roof CGP Plane Tensostructure 60 m span 4800 m2 1997 1998

I - Brugherio MI San Bartolomeo Tecnobrianza Hooping of the Dome Chaining of the Archs 1997 Church 1998

I - Cortina Pedestrian Bridge Cimolai Cable Stayed Bridge, Stay Cables System 18 + 67 + 18 m span 1997allAdige BZ

I - Torino Delle Alpi Stadium COMAPI Space Tensostructure Inspection, Monitoring 200 m span 30000 m2 1997and Maintenance

I - Centuripe EN Factory Building La Prometec Multispan Plane Tensostructures, Cables System 1 x 24, 2x24, 4x24 m span 1997

DK - Storeblt Storeblt East COINFRA Erection Supervision and Assistance 535 + 1624 + 535 m span 1996Bridge 1997

DK - Storeblt Storeblt East COINFRA Hangers Separators and Handropes 535 + 1624 + 535 m span 1997Bridge Accessories

I - Genova Grande Bigo Porto Antico Space Stayed Structure Inspection 1997Structure Genova and Maintenance

I - Torino MGDR Factory MGDR Cable Stayed Road Bridge and Building 1997and Building Inspection and Maintenance

I - Roma Olympic Stadium IMAC Space Tensostructure Retensioning 200 m 40000 m2 1997

I - Marina Exibition IFF Carrara Expo Multispan Plane Tensostructures 2 x 45 m span 6100 m2 1997 di Carrara MC Pavilion Rook 1998

I - Prato FI Sport Hall Covering Fubelli Plane Tensostructures 55 m span 4200 m2 1997 1998

I - Schio VI Valex Stayed VALEX Cable Stayed Roof, Stay Cable System 135 m span 3500 m2 1997 Covering 1998

I - Casale Galbani Ceriali Costruzioni Cable Stayed Roof, Stay Cable System 14 + 13 +14 m 1540 m2 1997 Cremasco CR Stayed Roof span 1998

I - Lissone MI Pedestrian Bridge MECOOP Cable Stayed Curved Bridge, Stay Cable System 24 m span 1998

I - Palazzolo Pedestrian Bridge Off. Ma. Suspension Bridge, Main Cables 75 m span 1998dello Stella UD and Hangers Replacement

I - Anzio Roma Reinforced Concrete Colgate Palmolive External Reinforcement Cables 20 + 20 + 20 m span 1998Arch Frame

I - Torino Delle Alpi Stadium COMAPI Space Tensostructure Inspection, 200 m span 30000 m2 1998Monitoring and Maintenance

NL - Stadskanaal Stadskanaal Bridge HSM Cable Stayed Bridge, Stay Cables 62.5 + 62.5 m span 1998

NL - Capelle Capelle a/d HSM Cable Stayed Bridge, Stay Cables 36.5 + 69.5 m span 1998a/d IJssel IJssel Rivium Bridge

I - Garbagnate Bayer Stayed Roof Officine Landini Cable Stayed Roof, Stay Cable System 30 m span 1998Milanese MI

I - Pisa Pisa Tower Soilmec Safety Stay Cables and Hoop Cable System 1998Safety Stay Cables

I - Montebelluna TV Road Bridge Cogeba External Reinforcement Cables 14 m span 1998

GB - Edinburgh Forth Road MT Steel Suspension Bridge, New Hangers 406 + 1006 + 406 m span 1998Suspension Bridge 1999

I - Faedo V.T. SO Pedestrian Bridge Ital Engineering Suspension Bridge, Cables 80 m span 1999

I - Torino Delle Alpi Stadium COMAPI Space Tensostructure Inspection, 200 m span 30000 m2 1999Monitoring and Maintenance

E - Elche Vinalopo River Fomento Suspension Bridge, Main Cables, Hangers 165 m half span bridge 1999SuspensionRoad Bridge

GB - London British Airways Hollandia Wheel Cable System, Stay Cable System, 135 m wheel diameter 1999London Eye Damping System, Monitoring System

I - Modena Hippodrome SMEFCC Cable Stayed Roof, Stay Cables Inspection 35 m span 1700 m2 1999Stand Roof and Maintenance

I - Reggio Calabria Stadium Stand Roof Ferrocemento Cable Stayed Roof, Stay Cable System 135 m span 3000 m2 1999Condotte

I - Malpensa Airport Malpensa 2000 Officine Tosoni Cable stayed roof, Stay Cable System 2 x 7 m span 5300 m2 1999Cargo City Cargo City

Stayed Roof

I - Roma Olympic Stadium IMAC Space Tensostructure Inspection 200 m span 40000 m2 1999

I - Cesano Pedestrian Bridges Olmet Cable Stayed Bridges, Stay Cables 20 m span 1999Maderno MI

104

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Brescia Swimming Pool Tensospazio Italia Plane Tensostructures, Cables 30 m span 1999Roof

E - Castejon River Ebro Bridge DRACE Cable Stayed Bridge, 150 m span 1999Stay Cables Replacement

I - Roma Torch Tower Raffinerie di Roma Cable Stayed Tower, 1999Inspection and Maintenance

I - Anzio Roma Reinforced Concrete Colgate Palmolive External Reinforcement Cables 20 + 20 + 20 m span 1999Arch Frame

I - Desenzano BS Gymansium Roof Desenzano Space Tensostructure, 2000Municipality Special Inspection and Maintenance

I - Larderello SI Pipeline Bridge Societ Chimica Suspension Bridge, Inspection 100 m span 2000Larderello

I - Sannazzaro NO Torch Tower SAMIA Cable Stayed Tower, 132 m Heigth 2000Inspection and Maintenance

I - Casale Torch Tower ENI Cable Stayed Tower, 70 m Heigth 2000Cremasco CR Inspection and Maintenance

I - Milano Deutsche Bank Leoni Cable Stayed Roof, Stay Cables 27 + 17 m span 2000Building

I - Centuripe EN Factory Building La Prometec Multispan Plane Tensostructures, 2 x 24 m span 2000Cables System

I - Torino Delle Alpi Stadium Torino Municipality Space Tensostructure, 200 m span 30000 m2 2000Retensioning and Special Maintenance

I - Cilavegna PV Gymnasium Cilavegna Roof, Plane Tensostructures, Retensioning 30 m span 1200 m2 2000Municipality

I - Genova Grande Bigo Porto Antico Space Stayed Structure, 2000Structure Genova Inspection and Maintenance

I - Modena Palapanini Fontana External Reinforcing Cables for Steel Trusses 68 x 75 m span 5000 m2 2000Sport Hall

I - Venezia Piazza Bucintoro Major Costruzioni Stay Cables for Space Structure 37 m Heigth 20002001

I - Castelsilano KR Lese River Bridge COGES Hanger Cables for Arch Suspended Bridge 70 m span 20002001

I - Castano Party Area Covering Pizzi Plane Tensostructures 28 m span 490 m2 2000Primo MI 2001

I - Spiazzo TN Pedestrian Bridge Pre Metal Cable Stayed Footbridge, Stay Cables 60 m span 20002001

I - Rimini New Rimini Impregilo Arch Chains Tensostructures n. 12 pavilions 69000 m2 2000Exibition Pavilions 60 x 96 m 2001

B - Lommel Lommel Stadium CSM Stay Cables for Stadium Roof 83 x 100 m span 7000 m2 2001

CH - Aigle Velodrome Seele Tensegrity Cables System for Stadium Roof 2001

I - Venezia Glass Roofing Maeg Cables for Stayed 2001and Suspension Tensostructure

I - Anzio Roma Reinforced Concrete Colgate Palmolive External Reinforcement Prestressing Cables 20 + 20 + 20 m span 2001Arch Frame

I - Torino Delle Alpi Stadium Torino Municipality Space Tensostructure Inspection, Monitoring 200 m span 30000 m2 2001and Maintenance

NL - Carnisselanden Pedestrian Bridge HBG Cable Stayed Footbridge, Stay Cables 38 m span 2001

I - Monza MI Stadio Brianteo Monza Calcio Space Tensostructure, Inspection 4300 m2 2001Stand Roof and Maintenance

I - Reggio Calabria Stadium Stand Reggio Calabria Cable Stayed Roof, Inspection, Retensioning 135 m span 3000 m2 2001Roof Municipality and Maintenance

I - Oggiono LC Swimming Pool Alberghi Briantei Cable Stayed Roof, Stay Cables 26 m span 2001Roof 2002

I - Gressan AO Pedestrian Bridge Chenevier Cable Stayed Footbridge, Stay Cables 62 + 62 m span 20012002

I - Venaria TO Glass Facade ED.AR.T. Cable for Glass Facade 2002

A - Wien Hanappi Stadium Zeman Roof Tensostructure Cables n. 2 x 120 m span 2002Stand Roof

I - Como Pedestrian Bridge Cerri Cable Stayed Footbridge, Stay Cables 30 m span 2002

I - Gorgonzola MI Road Bridge Alfa Sogemi Cable Stayed Bridge, Stay Cables 23 + 6 m span 2002

F - Saint Martin Pedestrian Bridge HCB Cable Stayed Footbridge, Stay Cables 2002

F - Blagnac Pedestrian Bridge HCB Cable Stayed Footbridge, Stay Cables 2002

I - Torino Delle Alpi Stadium Torino Municipality Space Tensostructure Inspection, 200 m span 30000 m2 2002Monitoring and Maintenance

I - Loano SV Church Roof Parrocchia S. Pio X Roof Plane Tensostructures, Retensioning 30 m span 1300 m2 2002

105

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

GB - London British Airways Hollandia Wheel Cable System, Inspection 135 m wheel diameter 2002London Eye

I - Roma Olympic Stadium IMAC Space Tensostructure, Cable System Inspection 200 m span 40000 m2 2002

I - Bergamo Bergamo Fair Fiera Arch Chain Tensostructures, Cable System n. 2 pavilions 12600 m2 200248 x 131 m

I - Genova Marinafiera 1 Fair Falcone Cable Stayed Roof, Stay Cables 2002

E - Madrid Rio Manzanares FCC Cable Stayed Footbridge, Stay Cables 60 + 90 m 2002M-30 Footbridge 70 + 80 m

I - Bondeno FE Pipeline Bridge Coopcostruttori Cable Stayed Bridge, Stay Cables 2002

I - Castellaneta Imax Cinema Metalmeccanica Cable Stayed Roof, Stay Cables 30 x 35 m 1000 m2 2002Marina TA di Fonzo

I - Cortemaggiore PC Torch Tower Eni-Agip Cable Stayed Tower, Maintenance 60 m Height 2002

I - Sabbioncello FE Torch Tower Eni-Agip Cable Stayed Tower, Maintenance 48 m Height 2002

I - Rimini Rimini Exibition Rimini Fiera Arch Chains Tensostructures, Inspection, n. 12 pavilions 69000 m2 2002Pavilions Retensioning 60 x 96 m

I - Milano Forlanini Stayed Profacta Cable Stayed Footbridge, Stay Cables, 55 m span 2002Footbridge Inspection and Maintenance

I - Biancade TV Glass Facade Reflex Cables for Glass Facade 2002

I - Domodossola VB Torch Tower Sices Cable Stayed Tower, Stay Cables 45 m Height 2002

I - Bocenago TN Pedestrian Bridge Pichler Cable Stayed Footbridge, Stay Cables 30 m span 2002

I - Corsico MI Pedestrian Bridge Comune di Corsico Cable Stayed Bridge, Stay Cables 45 + 45 m span 2003

GB - London British Airways Hollandia Wheel Cable System, Inspection 135 m wheel diameter 2003London Eye

I - Colleferro RM Chimneys Pianimpianti Cable Stayed Chimneys, Stay Cables n. 2 x 50 m Height 2003

P - Braga Braga Stadium Assoc-Soares Design, Supply and Installation 202 m span x 15000 m2 2002da Costa of the Roof Cables System 130 m 2003

I - Villanova Road Bridge Monsud Cable Stayed Bridge, Stay Cables 35 m span 1530 m2 2003d'Albenga SV

I - Travagliato BS Swimming Pool Tensospazio Italia Plane Tensostructures, Cables 34 x 45 m span 2003Roof

NL - Haarlemmermeer Nieuw Vennep Victor Buyck Cable Stayed Bridge, Stay Cables 56 + 87 m span 2003Road Bridge 2004

NL - Haarlemmermeer Toolenburg Walkway Victor Buyck Two Cable Stayed Bridges, Stay Cables 2 x 26 m span 2003and Road Bridges 2004

NL - Haarlemmermeer Bennebroekerweg Victor Buyck Two Cable Stayed Bridges, Stay Cables 75 + 75 m span 2003Road Bridges and 20 m span 2004

GR - Athens Olympic Stadium Cimolai Cable Stayed Roof, Two double Arches 2 x 300 m span 2003Stand Roof Main Connection and 2004

Secondary Suspension Stay Cables

GR - Athens Spidernet for Elemka sa Rope Net, Cable System 400 m span 2003Olympic Stadium 2004

I - Torino Catenaries Lighting CTE - SIFEL Main Cables, Secondary Cables 124 + 138 + 183 m span 2004System and Hangers System

I - Farra d'Alpago BL Pedestrian Bridge Holzbau Cables Stayed Pedestrian Bridge, 23 + 63 + 23 m span 2004Stay Cables

I - Ortisei BZ Pedestrian Bridge Pichler Supported and Stabilized Footbridge, 65 m span 2004Cable System

P - Matosinhos Sculpture ICQ Cable Stayed Structure, Stay 50 m diameter 2004Porto San Salvador and Spoke Cable System

I - Beinasco TO Pedestrian Bridge Mo.spe.ca. Cable Stayed Footbridge, Stay Cables 80 m span 2004

NL - Amsterdam Zouthaven Bam-SS Supported and Stabilized Footbridge, 58 m span 2004Footbridge Cable System

I - Bussolengo VR Suspended Offices LMV Suspended Building, Stay Cables 10 x 50 m 500 m2 2004

I - Cornaredo MI Swimming Pool Tensospazio Italia Plane Tensostructures, Cables 35 m span 2004Roof

I - Rimini Rimini Exibition Euroholz Arch Chains Tensostructures n. 1 pavilions 12700 m2 2004Pavilions 60 m span x 212 m

I - Bologna Swimming Pool ISPA Plane Tensostructures, Roof Cables 50 m span x 70 m 3500 m2 2004Roof

I - Castano Primo MI Summer Pavilion Edil Serio Plane Tensostructures, Cables 32 m span 2004

GB - London British Airways Hollandia Wheel Cable System, Inspection 135 m wheel diameter 2004London Eye

I - Malizia SI Road Bridge Tecnosteel Arch Bridge, Hanger Cables 50 m span 2004

106

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Minerbio BO Torch Tower Stogit Cable Stayed Tower, Maintenance 110 m Height 2004

I - Cupello CH Torch Tower Stogit Cable Stayed Tower, Maintenance 90 m Height 2004

I - Piossasco TO Pedestrian Bridge La Fondazione Suspension Reinforcement Catenary Cable System 22.5 m span 2004

I - Arezzo Suspension F.lli Aguzzi - Coint Suspension Catenary Cable System, 132 m span 2004Pipe Water Maintenance

I - Roma Olympic Stadium IMAC Space Tensostructure, Cable System Inspection 200 m span 40000 m2 2004

I - Trivero BI Sport Hall Roof Tensospazio Plane Tensostructures, Cables 36 m span 2004

I - Milano Facade Italcables Glass Curtain Wall Cables 2004

I - Carrara Carrara Exibition I.M.M.C. Plane Roof Tensostructures, Inspections 9200 m2 2004Pavilions

I - Valbrembo BS Pedestrian Bridge Pandini Suspension Footbridge, Main Cables 36 m span 2004

NL - Dongen Torch Tower Mennens Cable Stayed Tower, Guy Cables 200 m height 2004

I - Bari Membrane Italcover Plane Tensostructures, Cables 90 m span 2004Exposition Pavilion

I - Treviso Pedestrian Bridge Ortolan Costruzioni Cable Stayed Footbridge, Stay Cables 2004

I - Venzone UD Pedestrian Bridge L'Elettrotecnica scarl Suspension Footbridge, Main, Stabilizing 42 m span 2004and Hanger Cables 2005

I - Trento Pedestrian Bridge Carpenterie Suspension Footbridge, Main and Hanger Cables 48 m span 2004 Rotaliane 2 2005

I - Segrate MI Swimming Pool La Gen Plane Tensostructures, Cables Maintenance 42 m span 2004 Roof 2005

I - Calvisano BS Cammi1 Ceriali Costruzioni Cable Stayed Roof, Stay Cable System 6.5 + 26 + 6.5 m 2004 Stayed Roof 2005

GB - London British Airways Hollandia Wheel Cable System, Inspection 135 m wheel diameter 2005London Eye

I - San Polo Inspection Elevator SBS Aerial Platform, Suspension 130 m operative elevation 2005di Piave TV and Stabilizing Cables

F - Paris Repere Signal H.C.B. - Eiffel Temporary Mast for Olympic Exibition 80 m height 2005Olympique

I - Valdieri CN Footbridge Parco Naturale Suspension Footbridge, 35 m span 2005Alpi Marittime Main and Stabilizing Cables

E - Fuengirola Pedestrian Bridge Mekano 4 Cable Stayed Footbridge, Stay Cables 70 m span 2005

GB - London St. Pancras Station Macalloy - Entech Catenary Cables for Lighting System 4400 m length 2005Ligthing System

I - Montepulciano SI Sport Hall Carpem Stayed Roof - Stay Cables 180 m2 2005

I - Sarche TN River Weir Filter Co.Gen. Weir Cable System - Guy Cables 120 m span 2005

I - Bormio SO Pedestrian Bridge G.A.L. Cable Stayed Footbridge, Stay Cables 62.5 m span 2005

F - Clermont Ferrand Aesthetic Facade H.C.B. - Seram HDPE Sheath Protected Cables 2005for Glass Curtain Road

F - Angouleme Arch Road Bridge H.C.B. Arch Bridge, 44 m span 2005Joseph Paris HDPE Sheath Protected Hanger Cables

GNQ - Malabo Malabo Stadium H.C.B. - Bouygues Tensostructure Cable System n. 2 pavilions 2005International

P - Lagos Exibition Pavilions ICQ Arch Chains Tensostructures, Cable Chains 45 m span 2005

P - Braga Braga Stadium Soares da Costa Inspection and Maintenance 202 m span x 130 m 15000 m2 2005

I - Busto Arsizio MI Pedestrian Bridge COESTRA Cable Stayed Footbridge, Stay Cables 21 m span 2005

I - Busto Arsizio MI Pedestrian Bridge COESTRA Cable Stayed Footbridge, Stay Cables 23 m span 2005

I - Busto Arsizio MI Pedestrian Bridge COESTRA Cable Stayed Footbridge, Stay Cables 30 m span 2005

I - Foligno PG Pedestrian Bridge D'Allacqua Arch Footbridge, Hanger Cables 26 m span 2005Over Topino River Costruzioni Generali

I - Fortezza BZ Pedestrian Bridge Holzbau Suspension Reinforcement, Chatenary Cable System 38 m span 2005

I - Rimini Rimini Exibition Rimini Fiera Arch Chains Tensostructures, Cable Chains n. 2 pavilions 12000 m2 2005Pavilions 2006

I - Torino Olympic Footbridge ATI Arch Cable Stayed Footbridge, 160 m span 2005Sermeca - Falcone Stay Cables and Installation Assistance 2006

I - Reggio Emilia Road Bridge Costruzioni Arch Bridge, Hanger Cables 220 m span 2005Cimolai Armando 2006

I - Reggio Emilia N 2 Road Bridges Costruzioni Arch Stayed Bridges, Stay Cables N 2, 90 + 90 m span 2005Cimolai Armando 2006

I - Pieve di Soligo TV Arch Road Bridge Ortolan Costruzioni Double Arch Bridge, Hanger Cables 90 m span 20052006

107

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Sestriere TO Pedestrian Bridge Costrade Cable Stayed Footbridge, Stay Cables 15 m span 20052006

BG - Karjaly Pedestrian Bridge Savarona Suspension Footbridge, Main, 170 m span 2005Stabilizing and Hanger Cables 2006

I - Bari Membrane Italcover Boundary and Anchor Cables 90 m span 5000 m2 2005 Exposition Pavilion 2006

E - Madrid Pedestrian Bridge Mekano 4 Cable Stayed Footbridge, Stay Cables 89 m span 2006M-40

E - Madrid Pedestrian Bridge Mekano 4 Cable Stayed Footbridge, Stay Cables 110 + 40 + 40 m span 2006R-3

P - Braga Braga Stadium Soares da Costa Inspection and Maintenance 202 m span x 130 m 15000 m2 2006

YV - Caracas Railway Costruzioni Stayed Roof, Stay Cables 35 x 120 m 2006Station Roof Cimolai Armando 85 x 20 m

I - Roma Pedestrian Bridge, Cometal Footbridge Hanger 1000 m 2006Rome Exposition

I - Montepulciano SI Gymnasium Carpem Cable Stayed Roof, Stay Cable System 15 m span 2006

I - Udine Pedestrian Bridge Cos.me. Cable Stayed Footbridge, Stay Cables 78 m span 2006

I - Cagliari Membrane Canobbio Membrane Stayed Roof, Stay Cables 69 x 41 m 1800 m2 2006Pier Ichnusa

GR - Piraeus Footbridge Probeton Cable Stayed Footbridge, Stay Cables 43 m span 2006Ergotechniki

GB - Vale Transmitting RigOut Transmitting Station Antenna, Stay Cables 2006of Glamorgan Antenna

I - Sannazzaro PV ENI Torch Tower ENI Cable Stayed Tower, Maintenance 134 m Height 2006

I - Genova Square Covering PDR Cable Stayed Covering, Maintenance 36 m span 700 m2 2006

I - Torino MGDR Factory Geodis Immobiliare Cable Stayed Road Bridge, Stay Cables, 63 m span 2006Inspection and Maintenance

I - Beinasco TO Footbridge Edilsteel Cable Stayed Footbridge, Stay Cables 62 + 42 m span 2006

IRL - Limerick University HCB Supported Footbridge, Cable System 6 x 44 m span 2006Footbridge 2007

CDN - Victoria, B.C. Floating Road Bridge Wesco Industries Floating Bridge, 300 m span 2006HDPE Sheath Protected Mooring Cables 2007

I - Lucca Road Bridge Ortolan Costruzioni Arch Bridge, Hanger Cables 132 m span 2006 2007

E - Toledo University Foobridge ICQ Suspended Bridge, Main Cables and Hangers 99 m span 2007over the Tajo River

I - Segrate MI Pedestrian Bridge Sonnante Cable Stayed Footbridge, Stay Cables 10 + 37 + 10 m span 2007

E - Cordoba Road Bridge over the FCC, Contruccion Arch Bridge, Hanger 130 m span 2007Guadalquivir River

E - Madrid Madrid Fair Waagner Biro Arch Chain Tensostructures, Cable System 111 m span 2007

GE - Ureki Pedestrian Bridge Elita Burji Suspension Footbridge, Cables system 70 + 70 m span 2007

GB - Swansea Fabian Way Bridge City and County Stay Cables, Installation and Tensioning Assistance 70 m span 2007of Swansea

I - Roma Flare Stays Cestaro Rossi Inspection and Maintenance 2007

I - Egna Ora TN Road Arch Bridge Giugliano Costruzioni HDPE Sheath Hangers 42 m span 2007

GB - Crimond Radio Mast Scotland RigOut Stay Cables 184 + 274 m Height 2007

I - Cesena Stayed Roof Mobilificio Lucchi Stay Cables Substitution 80 m2 2007

I - Piacenza Editoriale Libert C.I.B. Carp. Ind. Roof Cable System 600 m2 2007Stay Roof Bresciana

B - Zuid-Willelmsvaart Cable Stayed Iemants Stay Cables and Installation Assistance 76 m span 2007Footbridge

IL - Jerusalem Road Bridge Koor Metals Stayed Bridge, Stay Cables 225 m span 20072008

S - Gothenburg lvsborg Vagverket region Vast Suspension Bridge, New Hangers 418 m span 2007Road Bridge 2008

I - Bologna Bologna Fair Roof Mero Italiana Roof Cables System, Installation 10000 m2 2007 and Tensioning Assistance 2008

I - Bologna Pedestrian Bridge Sipal Cable Stayed Footbridge, Stay Cables 90 m span 20072008

I - Trento Suspended Building Premetal Suspended Building, Stay Cables n. 6 x 29 x 8,3 m 20072008

I - Trento Stayed Road Bridge Cordioli & C. spa Stay Cables, Installation and Tensioning Assistance 140 + 140 m span 20072008

108

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

I - Imola BO Stayed Footbridge GED Stay Cables, Installation 50 m span 2008and Tensioning Assistance

E - Zaragoza De La Alzamora FCC Stay Cables 94+141 m span 2008Footbridge - Rio Ebro

E - Zaragoza Textile structure IASO Suspension Cables 400 m span 5000 m2 2008

I - Modena Hippodrome Societ Modenese Inspection and Maintenance 1700 m2 2008Grandstand Roof

I - Bologna Tensostucture Metalstrutture Horizontal Bracings 10000 m2 2008Building Covering

I - Albosaggia SO Suspension Tensospazio Supporting and Stabilizing Cables 63 m span 2008Footbridge

AUS - Perth Waratah II-III-IV Sandvik Boom Suspension Cable 19 + 37 m 2008Operating Machine

E - Lugo Suspension Footbridge Mekano 4 Main and Hangers Cables 100 m span 2008over Rio Miio

I - Sannazzaro Fare Stays Demont Tensioning Supervision and Assistance 4000 m2 2008de Burgondi

I - Biella Sport Hall Edilcentro Roof Stay Cables System 5000 m2 2008

AUS - Perth Brockman Sandvik Boom Suspension Cable 31 + 22 m 2008Operating Machine

I - Zambana TN Road Arch Bridge Cordioli & C. Tendon Hangers 60 m span 2008

IRL - Dublin Arch Bridge M50 Thompson Structure Suspension Hangers System 67 m span 2008

I - Ronchis UD Motorway Terminal Ortolan Roof Stay Cables System 69 + 44 m span 830+550 m2 2008Roof

I - Casalecchio BO Stayed Footbridge Ortolan Stay Cables 75 m span 2008

AUS - Perth Cape Lambert Sandvik Boom Suspension Cable 30 + 31 m 2008Operating Machine

AUS - Perth NCIG Sandvik Boom Suspension Cable 36 + 30 + 20 m 2008Operating Machine

I - Plan di Meduna PN Suspension Impresa Suspension and Stabilizing Cables, 107 m span 2008Footbridge Prevedello Isidoro Installation and Tensioning Assistance

I - Penice PC Telecom-TV Antena Libert Piacenza Cable Stayed Antena Inspection and Maintenance 2008

I - Goito MN Stayed Footbridge GED Stay Cables and Installation Assistance 45 m span 2008

B - Collegebrug Stayed and Anmeco Stay cables, Tensioning 160 m span 2008Kortrijk Suspension Bridge and Installation Assistance 2009

KZ - Astana Khan Shatyr Montageservice Roof Space Structure, Cable System 120 x 150 x 120 m 15000 m2 2008Entertainment Centre 2009

HR - Zagreb Sport Arena BBR Connex Suspension Roof Cables 80.000 m2 2008and Installation Assistance 2009

I - La Spezia Stayed Drawbridge S.I.M.A.N. Stay Cables and Installation Assistance 21 m span 2009

I - Pescara Stayed Footbridge Pichler Stay Cables, Site Assistance 86 + 86 m span 2009

I - Lucca Road Bridge Edilsteel Cable Stayed Bridge, Stay Cables 72 m span 2009

NZ - Auckland Clarkslane HEB Construction Stayed footbridge. 30+30 m span 2009Footbridge HDPE Sheath Protected Stay Cables

MNE - Podgorica Suspension Inter-Most AD Main cables, Hangers and Clamps 44 m span 2009Footbridge

UAE - Abu Dhabi Yas Marina Circuit Tayio Tensostructure, Suspension System 2500 m2 + 20098900 m2

I - Treviso New Treviso District Setten Tendon Cable System 2009Head Office

AUS - Perth Shiploader Sandvik Mining Boom Suspension Cables 2009Austria

I - Firenze Footbridge Habitat Legno Stay Cables 50 m span 2009Over Sieve River

I - Ravello NA Auditorium Paco Costruzioni Bracings System 2009Oscar Niemeyer

PL - Warsaw Jagiellonska Arch Intop - Atm Hangers Cables 32 + 32 m span 2009Footbridge

I - Aosta Stayed Footbridge OMC Stay Cables, Installation 16 + 40 + 16 m 2009and Tensioning Assistance

I - Piacenza Temporary Cimolai Floating Bridge, Mooring Cables 45.5 + 50 + 45.5 m span 2010Road BridgeOver Po River

I - Cinisello Stayed Footbridge Carpenfer-Roma Stay Cables, Installation 70 + 59 + 59 m span 2010Balsamo MI and Tensioning Assistance

109

SITE PROJECT CLIENT PROJECT DATA m2 YEAR

D - Zwingenberg Neckarbruke Stayed Mce-Smb Stay cables, Installation 210 m span 2010am Neckar Road Bridge and Tensioning Assistance

PL - Krakow Pedestrian Arch Bridge Intop - Atm Hangers Cables 143 m span 2010

I - Sassuolo MO Pedestrian Cisaf Stay Cables, Installation 40 x 4 m span 2010Stayed Bridge and Tensioning AssistanceOver Secchia River

RO - Bucarest Road Arch Bridge Astaldi - FCC Hangers Cables 118 m span 2010Dambovita River

MOC - Tete Stayed Road Bridge ICQ Hangers Cables Substitution, Installation 90 + 180x3 + 90 m span 2010and Tensioning Assistance

KSA - Mina Tents Over Ali Tamimi & Sons Membrane Stayed Roof, Stay Cables 2010Pedestrian Bridge

I - Contron PN Suspension Cos.Me. Suspension, Stabilizing and Hangers Cables. 75 m span 2010Footbridge Installations and Tensioning Assistance

N - Leira Forsoddin Suspension HMR VOSS Main Cables 132 m span 2010Footbridge

CDN - Vancouver BC Place Freyssinet Ring Cables 40500 m2 2010Vancouver Stadium International 2011

E - Lugo Arch Road Bridge FCC Hangers Cables 95 m span 2010Over Mio River 2011

I - Torino Juventus Stadium Fip Industriale Suspended Stayed Roof, Stay and 35000 m2 2010Suspension Cables, Installation and Tensioning 2011

PL - Warsaw National Stadium Cimolai Suspended Roof, Suspension Net Cables 70000 m2 20102011

GB - Manchester Olympic BMX Macalloy Stayed Roof, Stay and Anchor Cables 8000 m2 2010Stadium 2011

GB - Hemel Pedestrian Sh Structures Stay Cables, Installation 40 m span 2011Hempstead Stayed Bridge and Tensioning Assistance

S - Gothenburg lvsborg C. Spencer Handrail Cables, Installation 148 + 418 + 145 m span 2011Road Bridge and Tensioning Assistance

GB - Drovers Stayed M20 Macalloy Stay Cables, Installation 101 m span 2011Foot/Cycle Bridge and Tensioning AssistanceJunction 9 and Drovers Roundabout

GR - Athens Stayed Footbridge Aktor Stay Cables & Stay Monitoring System 27 m span 2011Kifisias Avenue

JO - Amman Abdali Boulevard Ali Tamimi & Sons Cables System for Membrane Tent 2011Tents

PL - Sopot Canopied Stage Tayio Europe Membrane Arch Roof, Stay Cables 5000 m2 2011Opera Lesna

PL - Pabianice Arch Bridges WD7 Intop - Atm Hangers Cables 85 x 2 m span 2011and WD8

GE - Anaklia Footbridge Over Caucasus Road Stay Cables, Installation and Tensioning 144 m span in progressInguri River Project

NL - Eindhoven Stayed Circular Bridge Victor Buyck Stayed Cable 72 m diameter in progress

BR - Salvador Arena Fonte Nova Martifer Suspended Roof, Suspension Net Cables, 55500 m2 in progressAssistance to Lay Down

A - Bruck an Road Arch Bridge NCA Hanger Cables, Installation 72 m span in progressDer Mur and Tensioning Assistance

I - Seriate BG Suspension Bridge Carpenterie Ghidotti Suspension, Stabilizing and Hangers Cables. 63 m span in progressInstallations and Tensioning Assistance

E - Elche Road Arch Bridge Ronda Sur De Hanger Cables, Installation and Tensioning 120 m span in progressIn Elche Elche Ute

I - Roma Ostiense Arch Bridge Cimolai Hanger Cables, Installation Assistance 121 m span in progressOver Railway and Tensioning

I - Prato Road Arch Bridge Giovannini Hanger Cables, Installation Assistance 88 m in progressOver Ombrone River Costruzioni and Tensioning

I - Torino Turin Tower - Banca Cometal Bracing Cables System for the Mega-Colums 167 m Height in progressIntesa San Paolo Installaton and Tensioning

NL - Nijmegen Stayed Bridge Max-Bgl N.60 Cable Hangers. Installaton and Tensioning 290 m span in progress

PL - Wloclawek 3 Arch Bridges Intop - Atm Hangers Cables 55 m, 55 m and 80 m span in progressWD175, WD180 and WD186, A1 Motorway Junction Brzezie and Junction Kowal

PL - Mokra 2 Arch Bridges BBR Polska Hangers Cables 66 x 2 m span in progressWD19 and WD32A4 Freeway

Picture: PalladiumPicture: Palladium

111

Redaelli opera nel campo

dei derivati dellacciaio fin

dalla seconda met

dell800 e oggi sinonimo

di qualit, progresso,

esperienza tecnica ed

assistenza al cliente in tutto

il mondo in ogni settore di

utilizzo delle funi di acciaio.

Lelevato livello qualitativo

delle funi di acciaio

prodotte dalla Redaelli e

utilizzate dalla Engineering

Division garantito dal

rispetto delle pi severe

normative internazionali ed

abitualmente certificato

dai principali enti di

controllo indipendenti quali

Lloyd's Register of

Shipping, Det Norske

Veritas, American Bureau of

Shipping, Registro Italiano

Navale ed altri. Il processo

produttivo Redaelli

certificato ISO 9001:2008 e

ISO 14001:2000.

Redaelli has been active in

the field of steel derivates

since the second half of the

19th century and today the

Redaelli name is

synonomous worldwide

with quality, progress,

technical expertise, and

customer service in all

fields of steel wire rope.

The very high quality of the

products manufactured by

Redaelli and used by their

Engineering Division is

guaranteed by meeting the

most severe International

standards and is usually

certified by the principal

independent controlling

bodies, including Lloyd's

Register of Shipping, Det

Norske Veritas, American

Bureau of Shipping,

Registro Italiano Navale

and many others.

The certification to the

ISO 9001:2008 and to the

ISO 14001:2000

International Standard is

the expression of the high

quality level of our

manufacturing process &

top level quality system of

Redaelli.

F U N I

C A B L E S

Funi spiroidaliOpen spiral strands

Le funi spiroidali Redaellisono costituite da fili diacciaio ad alta resistenzazincati a caldo.

La fune formata da stratidi fili tondi avvolti ad elicaattorno al nucleo centrale.

Le caratteristiche principalidi resistenza e dellaprotezione anticorrosionedei fili sono conformi allaEN 12385-10.

Le caratteristiche diresistenza, snervamento,duttilit, allungamento arottura, piega, torsione,aderenza del protettivo eavvolgimento vengonosingolarmente verificate daRedaelli su ogni singolo filo.

La zincatura e duttilit deifili sono in accordo con leEN 10264 classe A o altristandard richiesti.

Le funi spiroidali Redaelligarantiscono o superano lecaratteristiche minime diresistenza a fatica previstedal EN 1993-1-9 eEN 1993-1-11.

Redaelli EngineeringDivision ha gi eseguitomolteplici prove diresistenza a fatica susimulacri di fune completidi capicorda uguali a quellirealmente utilizzati.

The open spiral strands aremade with hot dipgalvanised high strengthsteel wires.

The strand is made up ofseveral layers of roundwires helically woundaround the core.

The typical main propertiesof the wires conform to theEN 12385-10.

Tensile strength, yieldstress, ductility, elongationat breaking, bending,torsion, adherence andwrapping properties areindividually tested byReadelli on each wire.

The zinc coating and thewire ductility comply withthe EN 10264 class A andother required standards.

The OSS Redaelli cablesmeet or exceed theminimum specifications forfatigue strength defined byEN 1993-1-9 and EN 1993-1-11.

Redaelli EngineeringDivision has already mademany tests for fatigueresistance on cablemock-ups complete withsockets the same as thosein real use.

OSS

114

Funi spiroidaliOpen spiral strands

OSS 8 8 60 36 39 6.5 0.3

OSS 12 12 135 82 88 14.6 0.7

OSS 16 16 240 145 157 25.9 1.3

OSS 20 20 380 230 245 40.4 2.0

OSS 24 24 545 330 353 58.2 2.9

OSS 28 28 745 452 480 79.3 4.0

OSS 32 32 970 588 628 104 5.2

OSS 36 36 1230 745 794 131 6.5

OSS 40 40 1520 921 981 162 8.1

OSS 44 44 1840 1115 1186 196 9.8

OSS 48 48 2190 1327 1412 233 11.6

OSS 52 52 2570 1558 1657 273 13.7

OSS 56 56 2980 1806 1922 317 15.8

OSS 60 60 3425 2076 2206 364 18.2

OSS 64 64 3815 2312 2477 404 20.4

OSS 68 68 4290 2600 2796 456 23.0

OSS 72 72 4795 2906 3135 511 25.8

OSS 76 76 5325 3227 3493 569 28.8

OSS 80 80 5885 3567 3870 631 31.9

OSS 84 84 6475 3924 4267 695 35.2

OSS 88 88 7090 4297 4683 763 38.6

Funi portanti e stabilizzantiper tensostrutture. Stralliper ponti ciclo-pedonali.Stralli per torri.

Carrying and stabilizingstrands for tensostructures.Stays for pedestrianbridges. Guy ropes.

d Diametro nominaleNominal diameter

Fu,k MBL(Forza di rottura minima)(Minimum breaking load)

FR,d Forza resistente di progettoDesign load

A Sezione metallicaMetallic cross section

EA Rigidezza elasticaElastic stiffness

Note:(1) Fu,k MBL / R

with R = 1 (EC3 1-11)(2) FR,d (MBL / 1.5) / R

with R = 1.1

Productcode

d

(mm)

Fu,k(1)

(kN)

FR,d(2)

(kN)

A

(mm2)

EA

(MN)

Mass

(kg/m)

OSS

115

Funi chiuse Full locked coil strands

Le funi chiuse Redaellisono costituite da fili diacciaio ad alta resistenzazincati a caldo.

La fune formata da unnucleo interno di fili tondi eda uno o pi strati esternidi fili sagomati a Z.

La forma a Z dei fili taleda avere un bloccaggioreciproco dei fili perottenere una sezionecompatta.

Le caratteristiche principalidi resistenza e dellaprotezione anticorrosionedei fili sono conformi allaEN 12385-10.

Le caratteristiche diresistenza, snervamento,duttilit, allungamento arottura, piega, torsione,aderenza del protettivo eavvolgimento vengonosingolarmente verificate daRedaelli su ogni singolo filo.

La zincatura e duttilit deifili sono in accordo con leEN 10264 classe A o altristandard richiesti.

La forma speciale dei fili aZ d superfici di contattopiane e basse pressionisuperficiali tra i fili.

Geometrie speciali per i filia Z possono essereproposte su richiesteparticolari.

La forma a Z dei filipreviene lingresso di agentiesterni allinterno dei cavi.

Le funi chiuse Redaelligarantiscono o superano lecaratteristiche minime diresistenza a fatica previstedal EN 1993-1-9 eEN 1993-1-11. RedaelliEngineering Division ha gieseguito molteplici prove diresistenza a fatica susimulacri di fune completidi capicorda uguali a quellirealmente utilizzati.

The full locked coil strandsare made with hot dipgalvanised high strengthsteel wires.

The strand is built with aninner core made of roundwires and by one or moreexternal layers of Z shapedwires.

The Z shape of the wires isso as to have a self-lockingof the wires to obtain acompact section.

The principal characteristicsof resistance and corrosionprotection of the wiresconform with EN 12385-10.

Tensile strength, yieldstress, ductility, elongationat breaking, bending,torsion, adherence andwrapping properties areindividually tested byReadelli on each wire.

The zinc coating and thewire ductility comply withthe EN 10264 class A andother required standards.

The special shape of the Zshaped wires allows flatcontact surfaces and lowcontact stresses betweenthe wires.

Special geometries for theZ shaped wires may bedesigned on request.

The Z shape of the wiresprevents the entry ofexternal agents inside thecables.

The FLC Redaelli cablesmeet or exceed theminimum specifications forfatigue strength defined byEN 1993-1-9 andEN 1993-1-11. RedaelliEngineering Division hasalready made many testsfor fatigue resistance oncable mock-ups completewith sockets the same asthose in real use.

FLC

116

Funi chiuse Full locked coil strands

Funi portanti e stabilizzantiper tensostrutture.Stralli per ponti. Pendini perponti sospesi. Stralli e funidi sospensione per edifici.

Carrying and prestressingstrands for tensostructures.Stays for bridges. Hangersfor suspension bridges.Stays and suspensioncables for buildings.

d Diametro nominaleNominal diameter

Fu,k MBL(Forza di rottura minima)(Minimum breaking load)

FR,d Forza resistente di progettoDesign load

A Sezione metallicaMetallic cross section

EA Rigidezza elasticaElastic stiffness

Note:(1) Fu,k MBL / R

with R = 1 (EC3 1-11)(2) FR,d (MBL / 1.5) / R

with R = 1.1

Productcode

d

(mm)

Fu,k(1)

(kN)

FR,d(2)

(kN)

A

(mm2)

EA

(MN)

Mass

(kg/m)

FLC 16 16 250 152 170 28.1 1.4

FLC 20 20 395 239 266 43.9 2.2

FLC 24 24 570 345 383 63.2 3.2

FLC 28 28 775 470 521 86.0 4.3

FLC 32 32 1015 615 681 112 5.7

FLC 36 36 1285 779 862 142 7.2

FLC 40 40 1605 973 1077 178 9.0

FLC 44 44 1945 1179 1303 215 10.8

FLC 48 48 2315 1403 1551 256 12.9

FLC 52 52 2750 1667 1841 304 15.3

FLC 56 56 3190 1933 2136 352 17.8

FLC 60 60 3660 2218 2452 405 20.4

FLC 64 64 4165 2524 2789 460 23.2

FLC 68 68 4700 2848 3149 513 26.2

FLC 72 72 5210 3158 3530 575 29.4

FLC 76 76 5790 3509 3933 641 32.7

FLC 80 80 6405 3882 4358 710 36.3

FLC 84 84 7045 4270 4805 783 40.0

FLC 88 88 7720 4679 5274 860 43.9

FLC 92 92 8430 5109 5764 940 48.0

FLC 96 96 9165 5555 6276 1023 52.2

FLC 100 100 10050 6091 6890 1123 57.3

FLC 104 104 10860 6582 7452 1215 62.0

FLC 108 108 11700 7091 8037 1310 66.9

FLC 112 112 12720 7709 8744 1425 72.8

FLC 116 116 13635 8264 9379 1529 78.0

FLC 120 120 14585 8839 10037 1636 83.5

FLC 124 124 15565 9433 10718 1747 89.2

FLC 128 128 16765 10161 11551 1883 96.1

FLC 132 132 17820 10800 12285 1966 102.2

FLC 136 136 18910 11461 13040 2086 108.5

FLC 140 140 20260 12279 13976 2236 116.3

FLC 144 144 21425 12985 14786 2366 123.0

FLC

117

Descrizione tecnicadelle funi

Protezione anticorrosione

La protezioneanticorrosione data dallasovrapposizione deiseguenti sistemi: zincatura a caldo o lega

di zinco-alluminio Zn95/Al5 (galfan) dei fili;

tamponante interno Tensofill;

forma a Z dei fili esterni nelle funi chiuse, che previene lingresso di agenti esterni;

sistemi addizionali speciali possono essere usati:- protezione esterna conTensocoat Wax, inibitoredella corrosione perambienti molto aggressiviadditivato conmicroscaglie di alluminioTensocoat Aluminium(colore grigio alluminiometallico) o con biossidodi titanio TensocoatTitanium (colore bianco);- protezione esterna conTensocoat Epoxy, resinaepossidica bi-componente,addizionata conmicroscaglie di alluminio,ad alta flessibilit,primer/finitura, surfacetolerant;- guaina di HDPE,polietilene ad alta densit,estruso a caldo sul cavo;questo sistema forniscecompleta impermeabilit,dalla prefabbricazione instabilimento, durantelinstallazione ed in servizio.

Inibitore della corrosioneTensofill

Le funi sono riempite neglistrati interni con Tensofill,costituito da inibitore dellacorrosione per ambientimolto aggressiviaddizionato con resinespeciali e polvere di zinco.

Il riempimento previenelingresso e diffusione diumidit e d una protezioneaggiuntiva ai fili zincati.

Prestiratura e marcatura

Le funi per impieghistrutturali sono prestirate instabilimento per eliminarela deformazione anelasticainiziale e per stabilizzare ilmodulo di elasticit.

I cavi sono poi misurati emarcati sotto la forzaspecificata, per il taglio amisura e per ilposizionamento di eventualimorsetti intermedi.

La prestiratura eseguitacon 5 o pi cicli dal 10% al5060% della forza minimadi rottura con un massimodi 5000 kN; dopo lultimociclo la forza vienemantenuta al valoremassimo per un intervallodi tempo pi lungo e poiregolata sul valore richiestoper la misurazione.

Il metodo e lastrumentazione dimisurazione danno lacompensazione delledeformazioni termiche.

La tolleranza sullelunghezze delle funi dopole operazioni di prestiraturae di assemblaggio con icapicorda

dove L la lunghezza dellafune da inserire in metri(come esempio per unostrallo di lunghezza 100 mla tolleranza di 15 mm);questo grado di precisionepu essere migliorato incaso di particolari necessit.

La definizione dellelunghezze di marcatura da noi eseguita, in base aidati statico-geometrici delmodello strutturale, in basealle dimensioni, offset egeometria degli elementi diconnessione ed in base aglieffetti di assestamento eviscosit a lungo termineattesi.

Socketing

Le estremit dei cavi sonoancorate con elementi cheresistono alla forza dirottura dei cavi.

Si usano molti tipi diancoraggi e la connessionecon il cavo eseguitaconformemente allaEN 13411-4 e alle severeprocedure interne Redaelli,utilizzando i seguentimetodi: getto di resina poliestere

per uso strutturale, eseguito a temperatura ambiente; questo metodosviluppa la resistenza del

cavo senza connessioni omorse meccaniche o azioni concentrate sui fili, fornendo cos una elevataresistenza a fatica (grado di efficienza 100%);- la resina e i fili formanoun unico corpo conicoche rimane allinternodella sede conica deicapicorda;- la resina viene colata atemperatura ambiente,preservando iltamponante anticorrosivoTensofill presente vicinoal capocorda allinternodella fune;

getto di metallo fuso (zinco puro o lega zamak), applicato a caldo, questo metodo sviluppa la resistenza del cavo senza connessioni omorse meccaniche o azioni concentrate sui fili (grado di efficienza 100%);

pressatura eseguita solo su cavi di piccole dimensioni, fino a 45 mm di diametro; con questo metodo la resistenza del cavo ridotta fino ad un massimo del 10%, a causa delle deformazioni trasversali (grado di efficienza minimo 90%).

Un sistema sigillante agomma morbida e flessibilepu essere applicatoallestremit delle testegettate, per assicurarelimpermeabilit dopo lafabbricazione ed inesercizio nei casi di utilizzodelle funi in ambienti moltoaggressivi.

Loperazione diapplicazione dei capicorda eseguita in condizionicontrollate, le attrezzatureusate assicurano unadeguato centraggio edallineamento dei cavi neicapicorda.

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Cable technical description

Corrosion Protection

The corrosion protection ofthe high strength steelcables is provided byapplying the followingsystems: hot dip galvanising or hot

dip zinc-aluminium alloy Zn95/Al5 (galfan) coating of the wires can be provided;

internal anticorrosion compound Tensofill that surrounds the internal galvanised wires;

Z shape of the external locked coil wires, that prevents the entry of external agents;

additional special protection systems can be used as follows:- over coating withTensocoat Wax, madefrom Severe AtmosphereCorrosion Inhibitor addedwith AluminiumMicroflakes TensocoatAluminium (colour:aluminium metallic gray)or Titanium Dioxide -Tensocoat Titanium(colour: white); thiscoating is applied duringand after the installationof the cables;- over coating withTensocoat Epoxy, a twocomponent polyamineepoxy added withaluminium microflakes,offering high flexibility,primer/finish, surfacetolerant; this coating isapplied after theinstallation of the cables;- High DensityPolyethylene sheathHDPE, applied by hotextrusion on the cablesurface; this providescomplete waterproofing,from workshopprefabrication, duringinstallation and in service.The HDPE is of a gradesuitable for long termreliability.

Tensofill CorrosionInhibitor

The spiral strands and thelocked coil strands arefilled in the inner layers byTensofill, the corrosioninhibitor compound madefrom Severe Atmosphere

Corrosion Inhibitor addedwith zinc powder in a gradeto optimise the anticorrosion shield and thegalvanic protection.

The filler prevents the entryand diffusion of moistureinside the cable and givesadditional protection to thegalvanised wires.

Prestretching andMarking

The strands for structuralapplication are usuallyprestretched in theworkshop, to remove theinitial inelastic deformationdue to the helical structureof the cables and tostabilize the elasticmodulus.

The cables are thenmeasured and markedunder the specified load forcutting and positioning ofthe intermediate clamps,when required.

The prestretching operationis executed on a specialplant, with 5000 kNcapacity where the cable isanchored and pulled; theload cycles and themeasuring force areautomatically controlled.

The prestretching is madeusually by 5 or more cyclesfrom 10% to 50-60% of theminimum breaking load;after the last cycle the loadis adjusted to the loadrequired for themeasurement of the cable.

The measurement methodallows for the automaticcompensation of thethermal elongation, and isperformed in monitoredthermal condition.

The length tolerance afterthe prestretching and theassembly with the socketsis

where L is the length of thecable in meters, (asexample for 100 m staylength the tolerance is 15mm); we are able toimprove this tolerancevalue if requested.

The definition of themarking lengths is made byus starting from the

load-geometry data of thestructural model andconsidering the actualsizes, offsets anddimensions of theconnection elements.

Also the expected longterm creep and the settlingof the anchor ends isconsidered in theprefabrication lengths.

Socketing

The cable ends areanchored by means ofsystems that have the scopeto resist up to the breakingstrength of the cable.

Our socket range is wideand the connection to thecable is executedaccording to EN 12411-4and to the rigorous internalprocedures of Redaelli,utilizing the followingmethods: socketing by polyester

resin for structural use, cast at room temperature;this procedure develops the complete strength of the cable through the resin interface, without any kind of mechanical grip or concentrated action on the wires, allowing in this way for high fatigue resistance of the cable;- the resin forms a solidcone with the cable wiresinside; this cone acts and

is locked as a wedge insidethe socket conical hole;- the resin cast at roomtemperature preservesalso the anticorrosionfiller inside the cable nearthe socket;

socketing by metal (pure zinc or zamak alloy), applied melted inside the socket;- also this method develops the complete strength of the cable; (100% efficient)

swaging is used on small cable sizes, up to about 45 mm diameter, and is obtained by pressing the hollow part of the socket to the cable; with this method the cable strength is reduced by not more than 10% due to the effect of the transverse deformation atthe connection.(Minimum efficiency 90%)

A sealing system made ofsoft flexible rubber isapplied to the end of theexposed poured cones, togive waterproofing after thefabrication and inoperation, for use in harshenvironments.

The socketing operation iscarried out in controlledconditions, the equipmentused ensures the propercentring and alignment ofthe strands in the sockets.

119

Picture: Ros KavanaghCover picture: Nick Wood 2000

121

Redaelli Engineering Division

offre una vasta gamma di

sistemi dancoraggio

standard ed dotata dei

pi avanzati strumenti di

progettazione quali

modellatori 3D, programmi

di calcolo e programmi di

verifica agli elementi finiti

(FEM).

Le diverse tipologie di

ancoraggi sono concepite

per venire incontro sia alle

pi comuni soluzioni

architettoniche che alla

sempre maggiore richiesta

di flessibilit e

personalizzazione nella

progettazione delle

tensostrutture. Sono inoltre

disponibili diverse tipologie

speciali di capocorda che

possono essere sviluppate

per esigenze progettuali

particolari.

I sistemi Engineering

Division utilizzati nel campo

delle tensostrutture sono

regolarmente testati sia dai

laboratori ufficiali delle

principali universit italiane

ed estere, sia da laboratori

ufficiali legalmente

riconosciuti di provata

affidabilit e capacit

tecniche.

Redaelli Engineering Division

supplies a wide range of

standard socket systems

and is equipped with the

most advanced design

tools like 3D modelling

software, design software

and software for the finite

element method (FEM)

verification.

The socket types are

designed to meet both the

most common architectural

solutions and the always

increasing request of

flexibility and customizing

in tensostructure designing.

There are also several

special socket types, that

can be developed for

particular design

requirements.

The Engineering Division

systems employed in the

tensostructure field are

regularly tested by the

most important official

laboratories of Italian and

foreign Universities and by

the most appreciated

European Certified Bodies.

A N C O R A G G I

S O C K E T S

Studio Tecnico MajowieckiStudio Tecnico Majowiecki

125

Capocorda a forcellaFork socket

Productcode

dmax(mm)

Fu,k(1)

(kN)

FR,d(2)