Projects | References

• Structural calculations for detached houses with several storeys
• Checking the maximum possible load in the existing building
• Selection of a suitable substructure or load distribution for the technical systems
• Verification in existing buildings with additional loads
• Structural analyses for the substructures and anchorages

→ Checking the feasibility of installing technical systems on or in an existing office building

BMUB competition ‘Art in architecture’

Structural engineering for the ‘European Patent Office’ refurbishment project in Berlin:

Design and approval planning

for .uD Planungsgesellschaft für Ingenieurbau/ Berlin

• Renovation of the Imperial Patent Office from 1905
• Building constructions: Solid construction in masonry construction
• Special feature: Careful refurbishment of the existing building to create a modern office center in keeping with its listed status
• The project is presented by the project manager Kondius AG: kondius.com/european-patent-office ↑
• The history of the European and German Patent Offices: www.epo.org/de/about-us/timeline ↑ and www.dpma.de/wir_ueber_uns/geschichte ↑

Historical recordings

Structural engineering for the Postfuhramt refurbishment project in Berlin

→ for .uD Planungsgesellschaft für Ingenieurbau/ Berlin.

2015

Structural engineering for the infrastructure project in Karlsruhe

→ for .uD Planungsgesellschaft für Ingenieurbau/ Berlin

• Building structures: Stops, tunnels and ramps – Solid construction in reinforced concrete
• Special feature: Lowering the above-ground streetcar into a light rail tunnel to increase the capacity of local public transport
• The project is presented by the client: www.vbk.info/die-kombiloesung ↑

Structural analysis of an office building in Berlin-Mitte

→ Dr.-Ing. H. Scholz – WTM Engineers/ Berlin

• Building construction: solid construction in reinforced concrete / in-situ concrete with steel composite beams and columns
• Special feature: the cantilevered 6 reinforced concrete storeys in the south are supported by a mega truss steel structure
• The project – which is aiming for DGNB Gold certification – is presented by the client: edge.tech/humboldthafeneins ↑

2013/2014

Construction plans for the renovation and extension of the Lapidarium in Berlin-Kreuzberg

• Building construction: solid construction in reinforced concrete / in-situ concrete
• Special feature: new anthracite-colored reinforced concrete construction installed in the historic building core with a maximum projection of the gallery of 6.00 m, extension as solid construction in reinforced concrete / in-situ concrete, founded on piles

More info: AD Architectural Digest: Black Beauty – How an entrepreneur transformed an old pumping station… October 2012, p. 250 Publisher Conde Nast Offenburg

Berlin Architecture Award 2013 ↑

2011

Construction plans for the new construction of an apartment building in Berlin-Mitte

• Building construction: solid construction in reinforced concrete / in-situ concrete
• Special feature: reinforced concrete ceiling spans of 7.50 m x 6.25 m on filigree reinforced concrete columns 25 cm x 25 cm
• The assembly project is presented: www.baunetz.de/Meldungen-Baugruppenprojekt-Berlin ↑
• Berlin Architecture Prize – Award 2011/2012 www.architekturpreis-berlin.de ↑

Structural analysis and planning coordination for the refurbishment, extension and extension of the Sparkasse insurance company in Kassel

• Building construction: Old building in reinforced concrete/ in-situ concrete or
• Masonry construction with steel construction attic extension
• on behalf of EHS-Ingenieure-KS, Architects HHS-KS

2011

Structural analysis and planning coordination for the renovation and extension of the Stadthalle/ Eschwege

• Building construction: Reinforced concrete construction / in-situ concrete with wide cantilevered steel construction canopy
• on behalf of EHS-Ingenieure-Kassel, Architects Reith+Wehner-Fulda

2011/ 2012

Railroad bridge north-east – OVERFLY – Berlin Projects of transportation facilities in the central area – DB AG

• Prestressed concrete bridge using the incremental launching method in an arch R= 411 m Bridge class UIC 71
  Width between the railings 10.70 m
  Bridge area 6,373 m2
• 1 bridge for 2 mainline tracks with a ramp structure to connect to Lehrter station in the south
  10.50 m above ground level in Tegeler Straße with a maximum clearance height of approx. 16.50 m to the shipping canal and a minimum of 4.70 m to Perleberger Bridge
• Prestressed concrete bridge on articulated reinforced concrete supports Total length/ bridge span: 570 m
• Bridge spans from 30 – 50 m
• Bridge cross-section height 2.70 m with variable cross-section

Further information/publications: Scarf-Report NOE No. 128/4 2000

Railroad bridges – Berlin Central Station Project of the transportation facilities in the central area – DB AG

• Innovative minimized bridge cross-section
• 4 bridges for 4 mainline tracks and 2 suburban tracks 10 m above ground level with a height difference of approx. 25 m to the lowest mainline platform at level -2
• 15 reinforced concrete bridges on prestressed steel supports with horizontal force coupling Total length/ bridge span: 540 m
• Bridge spans from 15 – 25 m
• Bridge cross-section height 1.70 m
• Special features: clamped bridge structure made of reinforced concrete on steel supports, cast steel for the central hall supports (fork supports)

Further information/ publications: Stahlbau 71/2002 Issue 12 Publisher Ernst & Sohn Berlin