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Detailed designs
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Year of design: |
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2013 - 2014 |
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Structure: |
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The new cyclist bridge’s superstructure in the outer span is simply supported deck truss, and in the 3 middle spans series of simply supported through arch bridges. The hangers of the arch were built in network system, which follows the rod spacing of existing truss bridge. |
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Span(s): |
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34.11 - 68.50 - 68.50 - 68.50 - 34.10 m |
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Width of the superstructure: |
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3.312 m |
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Year of design: |
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2011 |
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Client(s): |
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Siófok Város Önkormányzata |
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Span(s): |
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57.85 m |
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Structural height: |
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0.963 m |
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Year of design: |
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2009 |
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Client(s): |
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TURA-Terv 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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51,00 m |
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Width: |
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3,50 m |
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Structural height: |
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0,41 m |
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Year of design: |
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2008 - 2010 |
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Client(s): |
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NIF Zrt. |
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Structure: |
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Gerber-rendszerű, két főtartós, monolit vasbeton híd |
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Span(s): |
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8,93+ 33,50 m + 8,93 m |
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Width: |
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1,40m + 7,00m + 1,40m |
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Structural height: |
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1,43 - 3,40 m |
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Year of design: |
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2009 |
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Client(s): |
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Nemzeti Infrastruktúra Fejlesztő Zrt. |
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Structure: |
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vasbeton lemezzel együttdolgozó acél főtartós gerendahíd |
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Span(s): |
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21,00+25,00+21,00m |
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Width: |
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11,13 m (0,50 m + 8,63 m + 2,00 m) |
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Structural height: |
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1,59 m - 2,54 m |
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Year of design: |
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2009 |
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Client(s): |
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Nemzeti Infrastruktúra Fejlesztő Zrt. |
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Structure: |
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vasbeton lemezzel együttdolgozó acél főtartós gerendahíd |
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Span(s): |
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21,00+25,00+21,00m |
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Width: |
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11,13 m (0,50 m + 8,63 m + 2,00 m) |
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Structural height: |
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1,59 m - 2,54 m |
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Year of design: |
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2009 |
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Client(s): |
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Nemzeti Infrastruktúra Fejlesztő Zrt. |
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Structure: |
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vasbeton lemezzel együttdolgozó acél főtartós gerendahíd |
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Span(s): |
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26,30 m + 32,26 m + 26,30 m |
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Width: |
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11,10 m (0,50 m + 8,63 m + 1,97 m) |
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Structural height: |
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1,80 m |
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Year of design: |
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2009 |
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Client(s): |
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Nemzeti Infrastruktúra Fejlesztő Zrt. |
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Structure: |
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vasbeton lemezzel együttdolgozó acél főtartós gerendahíd |
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Span(s): |
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12,60 m + 21,00 m + 12,60 m |
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Width: |
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8,50 m (0,50 m + 8,63 m + 0,50 m) |
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Structural height: |
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1,25 m - 1,59 m |
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Year of design: |
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2008 |
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Client(s): |
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COWI-UTIBER Konzorcium |
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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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32,40 m+32,40 m (64,80 m) |
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Width: |
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3,60 m (0,40 m+2,80 m+0,40 m) |
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Structural height: |
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0,36-1,40 m |
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Year of design: |
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2007 |
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Client(s): |
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Dautche General Kft. |
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Structure: |
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steel-concrete composite girders |
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Span(s): |
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19,54 m+26,88m+26,88 m+27,04 m+23,05 m+23,21 m +15,88 m |
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Width: |
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10,23 m (1,615 m+7,00 m+1,615 m) |
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Structural height: |
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1,36-1,65 m |
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Year of design: |
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2007 |
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Client(s): |
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Dautche General Kft. |
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Span(s): |
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44.11 m+41.17 m |
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Width: |
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13.23 m (1.615 m+10.00 m+1.615 m) |
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Structural height: |
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2.60 m |
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Year of design: |
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2007 |
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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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30,00 m+30,00 m (60,00 m) |
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Width: |
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9,50 m (4,00 m+1,50 m+4,00 m) |
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Structural height: |
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0,70 m |
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Year of design: |
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2002 |
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Client(s): |
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ViaComp Kft. |
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Structure: |
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steel arch bridge with wood deck |
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Span(s): |
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23,50 m |
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Width: |
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4,32 m |
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Structural height: |
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0,45 m |
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