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Constructed steel bridges
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Year of design: |
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2017 |
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Client(s): |
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NIF Zrt. |
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Year of construction: |
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2018 - 2018 |
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Contractor(s): |
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A-HÍD Építő Zrt. |
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Structure: |
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vasbeton pályalemezzel együttdolgozó részlegesen befogott acél gerendahíd |
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Span(s): |
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két támaszú hidak támaszközei 60,70 m és 59,30 m |
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Year of design: |
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2014 |
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Client(s): |
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Főmterv Zrt. |
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Year of construction: |
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2014 - 2015 |
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Contractor(s): |
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CSABA-2013 Konzorcium |
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Structure: |
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one pylon cable-stayed girder bridge with orthotropic deck |
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Width: |
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Max. 30,00 m
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Structural height: |
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1.40 m (main girder) |
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Year of design: |
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2013 - 2014 |
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Year of construction: |
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2014 - 2015 |
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Contractor(s): |
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SWIETELSKY - HE-DO Konzorcium |
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Structure: |
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twin girdered clamped composite bridge |
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Span(s): |
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49,55 m |
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Width: |
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47,55 m |
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Width of the superstructure: |
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7,13 m |
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Section |
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16+565,00 |
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Year of design: |
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2013 - 2014 |
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Client(s): |
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Hatvan Város Önkormányzata |
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Year of construction: |
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2014 |
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Contractor(s): |
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K-H Konzorcium (KÖZGÉP Zrt. - A-HÍD Építő Zrt.) |
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Structure: |
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Four-span continuous steel bridge. Through arch bridge with orthotropic deck box girder at the span above the railway („A-B”), twin girdered beam bridge at the other openings (from „B" until „E” support). |
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Span(s): |
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56.0 - 32.0 - 24.0 - 20.0 m |
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Structural height: |
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1.60 m |
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Width of the superstructure: |
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20,50m |
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Year of design: |
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2012 - 2014 |
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Year of construction: |
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2014 |
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Contractor(s): |
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Hídtechnika Kft. |
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Structure: |
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two cable-stayed bridge with rigid reinforcement stiffners |
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Datas |
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Bridge at South
Span between centres: 15.25 m + 36.00 m
Span: 14.65 m + 35.20 m
Width of the superstructure: 3.60 m
Width of the transferred road: 3.25 m
Bridge at North
Span between centres: 33.90 m + 25.67 m
Span: 33.10 m + 25.12 m
Width of the superstructure: 3.60 m
Width of the transferred road: 3.25 m
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Year of design: |
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2014 |
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Year of construction: |
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2014 |
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Contractor(s): |
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KÖZGÉP - STRABAG Konzorcium |
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Structure: |
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simply supported deck arch bridge |
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Span(s): |
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62,00 m |
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Width: |
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7,14m (0,985m+0,835m+3,5m+0,835m+0,985m) |
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Structural height: |
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86cm-4,50m |
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Year of design: |
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2013 - 2014 |
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Year of construction: |
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2013 - 2014 |
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Contractor(s): |
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Bilfinger MCE GmbH |
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Structure: |
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cable-stayed bridge, steel pylon and composite cross section stiffner |
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Span(s): |
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42,64 – 146,32 – 33,24 m |
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Country: |
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Germany |
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Year of design: |
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2010 |
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Client(s): |
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Savaria Városfejlesztési Kft. |
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Year of construction: |
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2014 - 2015 |
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Structure: |
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steel bridge with one span, clamped at the supports and hinged at the middle |
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Span(s): |
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30.50 m |
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Width: |
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0.15 m + 3.10 m + 0.15 m |
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Structural height: |
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0.10 - 1.12 m |
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Year of design: |
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2011 - 2013 |
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Client(s): |
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GYSEV Zrt. |
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Year of construction: |
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2013 - 2014 |
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Contractor(s): |
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KÖZGÉP Építő- és Fémszerkezetgyártó Zrt. |
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Structure: |
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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 |
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Span(s): |
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27.00 – 21.00 – 39.00 m |
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Structural height: |
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0.61 m |
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Width of the superstructure: |
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3.26 m |
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Year of design: |
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2012 - 2013 |
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Year of construction: |
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2012 - 2013 |
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Contractor(s): |
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Bilfinger MCE GmbH |
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Structure: |
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five span, twin box girder composite bridge with concrete slab |
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Span(s): |
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52,43 – 3 x 62,75 – 52,43 m |
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Year of design: |
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2009 |
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Client(s): |
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COWI-UTIBER Konzorcium |
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Structure: |
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simply supported composite slab bridge |
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Span(s): |
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13.80 m |
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Width: |
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12,60 m (1.85 m+8.90 m+1.85m) |
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Structural height: |
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0.73 - 0.85 m |
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Quantity of steel |
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53 t |
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Year of design: |
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2011 |
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Year of construction: |
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2011 - 2012 |
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Contractor(s): |
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PORR Építő Kft. |
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Structure: |
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four-span, four girder steel beam bridge with concrete deck |
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Span(s): |
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16,22 – 25,50 – 16,50 – 16,22 m |
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Structural height: |
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1,215–2,090 m |
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Width of the superstructure: |
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12,62 m |
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Year of design: |
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2011 |
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Year of construction: |
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2011 - 2012 |
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Contractor(s): |
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KS Szombathely Konzorcium |
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Structure: |
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steel structure with three main girder with reinforced concrete deck, wind brace and transverse truss on the bottom side |
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Span(s): |
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24,80 + 28,00 + 33,00 + 27,00 + 23,00 + 17,80 m |
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Width of the superstructure |
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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 |
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Structural height in axis |
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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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Year of design: |
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2009 |
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Client(s): |
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SK 2008 Consortium (Strabag Zrt., Közgép Zrt.) |
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Year of construction: |
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2009 - 2010 |
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Structure: |
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river bridge: tied steel arch bridge with ortotropic deck
side spans: reinforced concrete girder bridges |
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Span(s): |
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18,62+4x18,67+50,00+17,83+17,34+17,31 m |
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Width: |
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13,80 m (2,65 m+8,50 m+2,65 m) |
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Structural height: |
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0,94 m (steel bridge)
1,54 m (reinforced concrete bridges) |
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Year of design: |
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2006 |
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Client(s): |
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Magyar Közút Kht. |
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Year of construction: |
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2009 - 2010 |
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Structure: |
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Tied steel arch-bridge with ortotropic deck and "network" hanging system |
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Span(s): |
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45,00 m |
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Width: |
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15,23 m (3,615 m+8,00 m+3,615 m) |
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Structural height: |
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1,025 m |
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Year of design: |
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2006 |
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Client(s): |
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MÁVTI Kft. |
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Year of construction: |
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2009 - 2010 |
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Structure: |
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Underdecked steel girder bridge with ortotrope deck and ballasted track |
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Span(s): |
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28,70 m |
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Width: |
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7,40 m (1,00 m+5,40 m+1,00 m) |
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Structural height: |
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1,62 m |
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Year of design: |
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2009 |
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Client(s): |
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GYSEV Zrt. |
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Contractor(s): |
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Savaria 2009 Consortium (Superstructure - KÖZGÉP Zrt.; Substructures - Magyar Aszfalt Kft.) |
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Structure: |
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steel girder bridge with orthotrop steel deck and direct rail mounting |
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Span(s): |
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26,00 m |
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Width: |
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1,54+5,10+1,54 m |
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Structural height: |
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616 mm |
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Year of design: |
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2008 |
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Client(s): |
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CÉH Zrt. |
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Year of construction: |
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2009 |
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Contractor(s): |
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Mecsek Autópálya Koncessziós Zrt./Közgép Zrt. |
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Structure: |
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steel frame - 3 spans |
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Span(s): |
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8,91 m+40,66 m+8,93 m |
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Width: |
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2,64 m |
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Structural height: |
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0,23-0,87 m |
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Year of design: |
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2007 |
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Client(s): |
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COLAS Dunántúl Zrt. |
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Year of construction: |
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2008 |
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Contractor(s): |
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COLAS Dunántúl Zrt., Mértan Kft., Pilontechnika 52 Kft. |
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Structure: |
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steel girder bridge with orthotropic deck |
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Span(s): |
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15,04 m+27,50 m+18,54 m |
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Width: |
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4,81 m (with cleaning sidewalk). 3,47 m (in front of the lifts); 3,00 m (at the stairs) |
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Structural height: |
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0,25 m |
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Year of design: |
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2007 |
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Client(s): |
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Hídtechnika Kft., Közgép Zrt. |
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Year of construction: |
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2008 |
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Contractor(s): |
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Hídtechnika Kft., Közgép Zrt. |
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Structure: |
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replacement of the existing truss superstructure with a new steel girder bridge with orthotropic deck |
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Span(s): |
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18,54 m |
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Width: |
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10,63 m (2,065 m+6,50 m+2,065 m) |
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Structural height: |
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1,00 m |
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Year of design: |
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2007 |
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Client(s): |
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COLAS Dunántúl Zrt. |
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Year of construction: |
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2007 |
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Contractor(s): |
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COLAS Dunántúl Zrt., MÁV Hídépítő Kft., Mértan Kft. |
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Structure: |
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cable stayed steel girder bridge with orthotropic deck |
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Span(s): |
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18,00 m+43,00 m |
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Width: |
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6,80 m (1,00 m+4,80 m+1,00 m) |
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Structural height: |
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0,36 m |
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Year of design: |
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2006 |
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Client(s): |
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Budapest Főváros Önkormányzata |
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Year of construction: |
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2006 - 2007 |
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Contractor(s): |
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Hídépítő Zrt., Betonplasztika Kft., MÁV Hídépítő Kft. |
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Structure: |
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steel tied arch with composite deck |
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Span(s): |
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38,00 m |
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Width: |
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13,00 m (2,875 m + 8,00 m + 2,125 m) |
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Structural height: |
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0,685 m |
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Year of design: |
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2005 |
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Client(s): |
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CÉH Zrt. |
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Year of construction: |
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2007 - 2008 |
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Contractor(s): |
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Vegyépszer Zrt., MAHÍD2000 Zrt., Gyárépszer Kft., Molnár Zrt., Pilontechnika 52 Kft. |
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Structure: |
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steel-concrete composite girders |
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Span(s): |
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30,60 m +40,00 m+30,60 m (101,20 m) |
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Width: |
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13,88 m (1,315 m+11,00 m+1,565 m) |
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Structural height: |
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2,47 m |
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Year of design: |
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2005 |
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Client(s): |
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CÉH Zrt. |
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Year of construction: |
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2007 - 2008 |
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Contractor(s): |
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Vegyépszer Zrt., MAHÍD2000 Zrt., MCE Nyíregyháza Kft. |
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Structure: |
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steel-concrete composite girders |
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Span(s): |
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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) |
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Width: |
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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) |
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Structural height: |
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left path: 2,59 m right path: 2,47 m |
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Year of design: |
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2004 |
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Client(s): |
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Betonútépítő Zrt. |
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Year of construction: |
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2004 |
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Contractor(s): |
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Betonútépítő Zrt. |
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Structure: |
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steel girder road provision with orthotropic deck made from a former railway provision |
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Year of design: |
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2004 |
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Client(s): |
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CÉH Zrt. |
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Year of construction: |
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2004 |
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Contractor(s): |
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Vegyépszer Zrt., MAHÍD2000 Zrt., GANZ Acélszerkezet Zrt. |
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Structure: |
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steel-concrete composite girders |
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Span(s): |
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38,00 m + 45,00 m + 45,00 m + 35,00 m (179,70 m) |
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Width: |
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2*12,83 m (0,565 m + 11,00 m + 0,565 m) |
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Structural height: |
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2,44 m |
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Year of design: |
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2004 |
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Client(s): |
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Konstruma Kft. |
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Year of construction: |
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2004 - 2005 |
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Contractor(s): |
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MÁV Hídépítő Kft. |
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Structure: |
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steel tied arch bridge with orthotropic deck |
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Span(s): |
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36,00 m |
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