Constructed composit bridges

 


   

Cable-stayed pedestrian and cyclist bridge over Neckar river at Hassmersheim, Germany

Year of design:   2013 - 2014
Year of construction:   2013 - 2014
Contractor(s):   Bilfinger MCE GmbH
Structure:   cable-stayed bridge, steel pylon and composite cross section stiffner
Span(s):   42,64 – 146,32 – 33,24 m
Country:   Germany
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Pedestrian overpass at Körmend

Year of design:   2011 - 2013
Client(s):   GYSEV Zrt.
Year of construction:   2013 - 2014
Contractor(s):   KÖZGÉP Építő- és Fémszerkezetgyártó Zrt.
Structure:   continuous two-span girder, a continuous “langer” static system, where two spans with different length werebuilt with arches,with a concrete slab inside the “I section “ steel main girders
Span(s):   27.00 – 21.00 – 39.00 m
Structural height:   0.61 m
Width of the superstructure:   3.26 m
Station   www2.gysev.hu
www2.gysev.hu
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Wertachtalbrücke (Germany) steel structure design

Year of design:   2012 - 2013
Year of construction:   2012 - 2013
Contractor(s):   Bilfinger MCE GmbH
Structure:   five span, twin box girder composite bridge with concrete slab
Span(s):   52,43 – 3 x 62,75 – 52,43 m
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Érd, Duna street, composite railway bridge

Year of design:   2009
Client(s):   COWI-UTIBER Konzorcium
Structure:   simply supported composite slab bridge
Span(s):   13.80 m
Width:   12,60 m (1.85 m+8.90 m+1.85m)
Structural height:   0.73 - 0.85 m
Quantity of steel   53 t
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Katalin Bridge over River Ipoly at Pöstyénpuszta

Year of design:   2011
Year of construction:   2011 - 2012
Contractor(s):   PORR Építő Kft.
Structure:   four-span, four girder steel beam bridge with concrete deck
Span(s):   16,22 – 25,50 – 16,50 – 16,22 m
Structural height:   1,215–2,090 m
Width of the superstructure:   12,62 m
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Csaba street overpass at Szombathely

Year of design:   2011
Year of construction:   2011 - 2012
Contractor(s):   KS Szombathely Konzorcium
Structure:   steel structure with three main girder with reinforced concrete deck, wind brace and transverse truss on the bottom side
Span(s):   24,80 + 28,00 + 33,00 + 27,00 + 23,00 + 17,80 m
Width of the superstructure   Until 0+307,97 km 10,13m, from 0+307,97 km until 0+340,30 km widens, then from 0+340,30 km the width is 12,63m
Structural height in axis   From 0+280,33 km the height is 1,65 m, between 0+280,33 and 0+330,03 km 1,65 – 1,68 m, then from 0+330,03 km 1,68 m
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M6-M0 highway junction, M0/142/K. sz. overpass over the Angeli street

M6-M0 highway junction, M0/142/K. sz. overpass over the Angeli street

Year of design:   2005
Client(s):   CÉH Zrt.
Year of construction:   2007 - 2008
Contractor(s):   Vegyépszer Zrt., MAHÍD2000 Zrt., Gyárépszer Kft., Molnár Zrt., Pilontechnika 52 Kft.
Structure:   steel-concrete composite girders
Span(s):   30,60 m +40,00 m+30,60 m (101,20 m)
Width:   13,88 m (1,315 m+11,00 m+1,565 m)
Structural height:   2,47 m
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M6 highway, "M0-Érd top hill" section, M6/147. sz. overpass

Year of design:   2005
Client(s):   CÉH Zrt.
Year of construction:   2007 - 2008
Contractor(s):   Vegyépszer Zrt., MAHÍD2000 Zrt., MCE Nyíregyháza Kft.
Structure:   steel-concrete composite girders
Span(s):   left path: 30,58 m+50,61 m+30,57 m (111,76 m)
right path: 28,88 m+47,89 m+28,87 m (106,64 m)
Width:   left path: 17,88 m (1,565 m+15,75 m+0,565 m)
right path: 15,80 m (0,565 m+13,67 m+1,565 m)
Structural height:   left path: 2,59 m right path: 2,47 m
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M6 highway, "M0-Érd top hill" section, M6/147. sz. overpass over the MÁV Bp.-Pusztaszabolcs railway line
   
   
M30 highway "end junction" overpass

M30 highway "end junction" overpass

Year of design:   2004
Client(s):   CÉH Zrt.
Year of construction:   2004
Contractor(s):   Vegyépszer Zrt., MAHÍD2000 Zrt., GANZ Acélszerkezet Zrt.
Structure:   steel-concrete composite girders
Span(s):   38,00 m + 45,00 m + 45,00 m + 35,00 m (179,70 m)
Width:   2*12,83 m (0,565 m + 11,00 m + 0,565 m)
Structural height:   2,44 m
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