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  Current Projects

                            

Reconstruction of the Rethebrücke

Two-winged bascule bridge of steel construction
Two separate superstructures for road traffic and port railway

         

Span width 104m
Handling period          2010 - today
Our contribution        detail design

 

         

 

 

                                                                                                                                               

                                   

Talbrücke Nuttlar

Steel superstructure with composite deck,
single-lined box girder
Installation by incremental launching

         

Total length              660m (over 7 spans)
Main span width        115m

         

Handling period          2011 - today
Our contribution        detail design

 

         

 
(Quelle Fa. Max Bögl)

 

 

 

                                                                                                                                               

                         

Nordumgehung B304

Trauntalbrücke-Traunstein

Composite bridge with four close-positioned main girders and tubular steel support, integral design, tubular support is lengthwise attached to the superstructure and fundaments are cantilever.
Compilation of columns in main spans as V-pillars with total cantilever

         

Total length 385 m over 11 spans

Handling period  ´   2010 - today
Our contribution     due to §42 Lph.4, 
                              §49 Lph.4 HOAI

         

Haufertsgraben

Composite bridge with integral cantilever tubular steel support
System as Trauntalbrücke

         

Total length 72 m

         

Handling period      2010 - today
Our contribution     due to §42 Lph.4, §49 Lph.4 HOAI

 

         

 

 

 

                                                                                                                                               

          

Baumwipfelpfad in Scheidegg
Allgäu

Adventure climbing path between tree tops consisting of suspension bridges  and steel structures with timber planking

         

2 Towers, 14 masts, 17 connecting paths
Total length of paths: ca. 550m
Height of path (above ground-level) around 25m
Highest mast               ca. 40m

         

Handling period            2010 - today
Construction period       2010 - today
Our contribution          structural design

 

 

                                                                                                                                              

                                   

EÜ Dammtordamm

Three trough bridges made of steel with an inclination of rd. 56°

Span widths :
Superstructure 1: rd. 40,3 m
Superstructure 2: rd. 38 m
Superstructure 3: rd. 37 m

         

Handling Period           2011 - today
Our contribution          due to §42 Lph. 4, §49 Lph. 4 HOAI

 

         

 

 

 

                                                                                                                                               

              
Riedbahnbrücke Mannheim

Arch bridge with suspended composite deck
Three parallel arch levels

Span width  58,70m

         

Handling period    2010 - today
Our contribution   detail design
                        installation engineering

 

                                                                                                                                              

              
Stepenitzbrücke Wittenberge

Arch bridge with suspended composite deck

Span width  69m

         

Handling period    2010 - today
Our contribution   detail design

 

                                                                                                                                              

              
Tunnelstrecke Eierberge

2 Arch bridges with suspended deck in connection with the tunnel section EÜ Mainbrücke Wiesen
three consecutively placed, two-tracked railway bridges, identical in construction

Span width 72m each

         

Handling period       2010 - today
Our contribution      detail design

         

 

EÜ Flutmuldenbrücke Wiesen
Two-tracked railway bridge
Span  88m

         

Handling period         2010 - today
Our contribution       detail design

                                                                                                                                              

Brooksbrücke Hamburg (Hafencity)

The Brooksbrücke has been constructed as a steel truss arch bridge with suspended deck and was erected in 1888.
Total width 17,30 m; span 44 m

         

The construction basically consists of a renewal of the carriageway and the pedestrian path with additional mounting of a temporary construction, renewal of corrosion protection for the entire steel construction, the exchange of particular, highly corroded components, the refurbishment of bearings, the refurbishment of abutments, including partial renewal of the chamber walls and a renewal of cables attached to the bridge.

         

 

         

 

         

 

         

 

Truss arch bridge with arched plate - concrete deck construction
Handling period         2009 - today
Construction period    2010 - today
Our contribution: refurbishment planning

                                                                                                                                              

          
Prinzbrücke Münster

Bridge crossing the DEK

Recalculations and planning of safety measures

 

         

 

         

Handling period    2007 - today
Our contribution: refurbishment planning

 

                                                                                                                                              
                      
Bornaische Brücke Leipzig

Alternatives analysis for a new substitutional construction
Overbridge of a triple carriageway and a two-track metropolitan railway over railway tracks
1. Version: Arch bridge with suspended composite deck
2. Version: steel deck bridge 
Span width: 45m

Handling period         2009 - today
Our contribution       outline planning, recalculations

 

                                                                                                                                              

                 
Neckarbrücke Zwingenberg

Cable-stayed bridge crossing the Neckar-river

         

Average span width   121,50 m

         

Handling period         2009 - today
Construction period   2009 - today
Our contribution       detail design

 

                                                                                                                                              

 

 
      © 2009 Meyer + Schubart