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VSL – ROZWIĄZANIA Z NAJWYŻSZEJ PÓLKI




                                       1
LECT VIADUCT – SZWAJCARIA
Pierwszy na Świecie izolowany elektryczne segmentowy
most. Zastosowanie nowych łączników. Dostawa i
montaż systemu sprężania EIT/C.




                                                       2
CAPITAL GATE – ABU DHABI
Najbardziej pochyła konstrukcja budynku
wielokondygnacyjnego na świecie. Montaż systemu
sprężania zawierającego odciągi o średnicy 65mm.




                                                   3
CERN COLLIDER – SWITZERLAND
Zaprojektowanie, dostawa oraz obsługa suwnicy o
udźwigu 2,000t służącej do opuszczenia na głębokość
90 m detektora cząstek ważącego 1,920t.




                                                      4
5
MARINA BAY SANDS RESORT – SINGAPORE
Zaprojektowanie największej na świecie tymczasowej
konstrukcji ważącej 2,100t służącej do podnoszenia na
wysokość 200m elementów o masie 750t (całkowita
waga wciąganych elementów wynosi 4,300t).




                                                        6
BURJ KHALIFA – DUBAI
Zaprojektowanie tymczasowej konstrukcji wsporczej o
udźwigu do 450t do podniesienia iglicy na najwyższą
na świecie wysokość.




                                                      7
W HONG KONGU, BĘDĄCYM JEDNYM ZE ŚWIATOWYCH CENTRÓW HANDLOWYCH I FINANSOWYCH, VSL UCZESTNICZYŁ W BUDOWIE WIELU DRAPACZY
    CHMUR ORAZ ROZBUDOWIE SIECI KOMUNIKACJI DROGOWEJ I KOLEJOWEJ

                                                                                           1 Bank of China Tower Headquarter – Permanent
                                                                                           Ground Anchors (1987)
                                                                                           2 Hong Kong Convention and Exhibition Centre Phase II
                                                                                           – Heavy lifting and installation of Main Roof Trusses
                                                                                           (2008)
                                                                                           3 HSBC Main Building – Permanent Ground Anchors
                                                                                           (1987)
                                                                                           4 Central Plaza – Mast erection, heavy lifting work +
                                                                                           climbing (1990)
                                                                                           5 Route 4 Island Eastern Corridor – Post-tensioning,
                                         15                                                Bearings and Movement Joint (1982)
                                                         5        12             4         6 One International Finance Centre – Climbform for core
                  16               10                                                      (2000)
                                                                                           7 Two International Finance Centre – Climbform for outer
                                                                                           mega columns (2002)
9                          7                                                               8 Exchange Square – PT beam above the trading room
             11                                               2                            (1983)
                                                                                1          9 The Gateway, Harbour City – Climbform for core and
                                                                                           posttensioned floors (1996 - 1997)
                                                             14                            10 Harbourfront Horizon All-Suite Hotel – Post-tensioned
                                                                                           floors (1994)
                                                                                           11 One Peking – Post-tensioned Transfer plate (2000 -
                  6                 8                                                      2001)
                                                                                           12 Devon House, Taikoo Place – Post-tensioned floors
                                                                       3                   (1992)
                                              13                                           Cityplaza Three & Four – Post-tensioned floors (1991)
                                                                                           Island Place – Post-tensioned floors (1996)
                                                                                           625 Kiing’s Road – Post-tensioned floors (1996 - 1997)
                                                                                           DCH Commercial Centre – Post-tensioned floors (1996 -
                                                                                           1997)
                                                                                           Oxford House – Post-tensioned floors (1997 - 1998)
                                                                                           Kodak House – Post-tensioned floors (1992)
                                                                                           One Island East – Climbform for core and Post-
                                                                                           tensioned floors (2006 - 2007)
                                                                                           13 Entertainment Building – Post-tensioned floors (1992)
                                                                                           14 AIG Tower – Climbform for central core (2004)
                                                                                           15 Kwun Tong Bypass – Post-tensioning for bridges
                                                                                           (1988)
                                                                                           16 Hung Hom Bypass – Post-tensioning, Bearings,
                                                                                           Movement Joints and Segment Erection (1996           8
Dubai Festival City, Dubai, UAE
Sprężenie 5 struktur w 2 strefach o całkowitej
powierzchni sprężania 250,000m2 …
Radès La Goulette, Tunezja

VSL’s first cable-stayed bridge in North Africa is
equipped with SSI2000 stay cables
Most na Newie , Rosja
Dostawa i wykonanie podwieszeń. Praca w niskich
temparaturach.




                                     CREATING SOLUTIONS TOGETHER
Kisosansen Bridges, Japonia
Zaprojektowanie, wyprodukowanie i wykonanie
konstrukcji przy użyciu kratownicy wspornikowej i belek
wznoszących.

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Realizacje vsl

  • 1. VSL – ROZWIĄZANIA Z NAJWYŻSZEJ PÓLKI 1
  • 2. LECT VIADUCT – SZWAJCARIA Pierwszy na Świecie izolowany elektryczne segmentowy most. Zastosowanie nowych łączników. Dostawa i montaż systemu sprężania EIT/C. 2
  • 3. CAPITAL GATE – ABU DHABI Najbardziej pochyła konstrukcja budynku wielokondygnacyjnego na świecie. Montaż systemu sprężania zawierającego odciągi o średnicy 65mm. 3
  • 4. CERN COLLIDER – SWITZERLAND Zaprojektowanie, dostawa oraz obsługa suwnicy o udźwigu 2,000t służącej do opuszczenia na głębokość 90 m detektora cząstek ważącego 1,920t. 4
  • 5. 5
  • 6. MARINA BAY SANDS RESORT – SINGAPORE Zaprojektowanie największej na świecie tymczasowej konstrukcji ważącej 2,100t służącej do podnoszenia na wysokość 200m elementów o masie 750t (całkowita waga wciąganych elementów wynosi 4,300t). 6
  • 7. BURJ KHALIFA – DUBAI Zaprojektowanie tymczasowej konstrukcji wsporczej o udźwigu do 450t do podniesienia iglicy na najwyższą na świecie wysokość. 7
  • 8. W HONG KONGU, BĘDĄCYM JEDNYM ZE ŚWIATOWYCH CENTRÓW HANDLOWYCH I FINANSOWYCH, VSL UCZESTNICZYŁ W BUDOWIE WIELU DRAPACZY CHMUR ORAZ ROZBUDOWIE SIECI KOMUNIKACJI DROGOWEJ I KOLEJOWEJ 1 Bank of China Tower Headquarter – Permanent Ground Anchors (1987) 2 Hong Kong Convention and Exhibition Centre Phase II – Heavy lifting and installation of Main Roof Trusses (2008) 3 HSBC Main Building – Permanent Ground Anchors (1987) 4 Central Plaza – Mast erection, heavy lifting work + climbing (1990) 5 Route 4 Island Eastern Corridor – Post-tensioning, 15 Bearings and Movement Joint (1982) 5 12 4 6 One International Finance Centre – Climbform for core 16 10 (2000) 7 Two International Finance Centre – Climbform for outer mega columns (2002) 9 7 8 Exchange Square – PT beam above the trading room 11 2 (1983) 1 9 The Gateway, Harbour City – Climbform for core and posttensioned floors (1996 - 1997) 14 10 Harbourfront Horizon All-Suite Hotel – Post-tensioned floors (1994) 11 One Peking – Post-tensioned Transfer plate (2000 - 6 8 2001) 12 Devon House, Taikoo Place – Post-tensioned floors 3 (1992) 13 Cityplaza Three & Four – Post-tensioned floors (1991) Island Place – Post-tensioned floors (1996) 625 Kiing’s Road – Post-tensioned floors (1996 - 1997) DCH Commercial Centre – Post-tensioned floors (1996 - 1997) Oxford House – Post-tensioned floors (1997 - 1998) Kodak House – Post-tensioned floors (1992) One Island East – Climbform for core and Post- tensioned floors (2006 - 2007) 13 Entertainment Building – Post-tensioned floors (1992) 14 AIG Tower – Climbform for central core (2004) 15 Kwun Tong Bypass – Post-tensioning for bridges (1988) 16 Hung Hom Bypass – Post-tensioning, Bearings, Movement Joints and Segment Erection (1996 8
  • 9. Dubai Festival City, Dubai, UAE Sprężenie 5 struktur w 2 strefach o całkowitej powierzchni sprężania 250,000m2 …
  • 10. Radès La Goulette, Tunezja VSL’s first cable-stayed bridge in North Africa is equipped with SSI2000 stay cables
  • 11. Most na Newie , Rosja Dostawa i wykonanie podwieszeń. Praca w niskich temparaturach. CREATING SOLUTIONS TOGETHER
  • 12. Kisosansen Bridges, Japonia Zaprojektowanie, wyprodukowanie i wykonanie konstrukcji przy użyciu kratownicy wspornikowej i belek wznoszących.

Notas do Editor

  1. 85t of strands4,600m of PT Plus duct + 1,200 Duct Couplers