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Builder

Instone Real Estate
Development GmbH
Niederlassung Hamburg

Architect

Loosen, Rüschoff + Winkler
PartG mbB
Architekten und Stadtplaner

Testing / construction period

Beginning: 01/2020
End: laufend

Gross floor area (GFA)

20.000 m²

Delivered services

Checking the stability in LPH 4, 5 and 8

Test engineer for construction technology

Dr.-Ing. Falk Lüddecke

The construction project involves the construction of a residential building and a house to accommodate student apartments. The new building consists of two structures above ground, thus creating a spacious inner courtyard together with the neighboring buildings. The max. The number of floors above ground is 7 full floors and 2 basement floors below ground. The max. Dimensions above ground are L x W x H = 95 x 72 x 25 m. The building will be erected in solid construction. All horizontal components (floor ceilings, courtyard cellar ceiling, floor slab) are made of reinforced concrete. The vertical components (columns and walls) are made of reinforced concrete or masonry.

Builder

Baugenossenschaft dhu eG

Architect

SEHW Architekten PartG mbB

Testing / construction period

Beginning: 01/2019
End: laufend

Gross floor area (GFA)

12.500 m²

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dipl.-Ing. Horst-Ulrich Ordemann

In the planned construction project, a new construction of 8 residential buildings with 5 full floors and a stacked floor with a shared underground parking garage is planned (L / W / H = 74 / 61 / 21 m). The building will be erected in solid construction. All horizontal components (floor ceilings, courtyard cellar ceiling, floor slab) are made of reinforced concrete. All vertical components (columns and walls) are made of reinforced concrete and masonry. This is realized under the rising buildings with a continuous reinforced concrete base with integrated pile heads.

Builder

Stiftung Azubiwerk

Architect

Spengler Wiescholek
Architekten Stadtplaner

Testing / construction period

Beginning: 11/2018
End: ongoing

Gross floor area (GFA)

10.000 m²

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dr.-Ing. Falk Lüddecke

The construction project involves the new construction of a residential building with 5 floors above ground including a stacked floor (top floor) and a basement (L / W / H = 90/15/20 m). The building will be erected in solid construction. All horizontal components (floor ceilings, courtyard cellar ceiling, floor slab) are made of reinforced concrete. All vertical components (columns and walls) are also predominantly made of reinforced concrete. The floor slab is self-supporting with an integrated support grid made of bored piles.

Client

Deutsche Bahn AG

Testing / construction period

Beginning: 01/2007
End: 04/2010

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dipl.-Ing. Horst-Ulrich Ordemann

Two deck bridges for two tracks each with a continuous ballast bed. The superstructures are continuous beams over 5 fields with the following spans: 6.4 / 12.0 / 12.0 / 12.0 / 15.0 m and a total length of 57.5 m. The substructures in axes 20/30/50 consist of a steel frame on deep-seated reinforced concrete beams. The reinforced concrete abutments at the ends are also deeply founded on piles.

Client

Freie und Hansestadt Hamburg

Testing / construction period

Beginning: 09/2015
End: 12/2019

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dipl.-Ing. Horst-Ulrich Ordemann

Reinforced concrete tunnel for the 4 to 6-lane A7 motorway in cut-and-cover with a length of 1 km. Two-cell reinforced concrete frame with 17.0 m and 15.5 m clear width. Two road superstructures are integrated in the tunnel ceiling. The tunnel is deeply founded on bored piles.

Builder

Vermögensverwaltungsgesellschaft Roggenbruck PartG mbB
Sievekingdamm 7 GmbH & Co.KG

Architect

Mevius Mörker Architekten

Testing / construction period

Beginning: 01/2020
End: ongoing

Gross floor area (GFA)

11.500 m²

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dipl.-Ing. Horst-Ulrich Ordemann

The construction project includes the construction of a new sports and cultural center. Above ground, the new building consists of a structure along the street front. Behind it are several building wings perpendicular to it. The max. The number of floors is 4 full floors above ground and 2 basement floors below ground. The max. Dimensions above ground are L x W x H = 108 x 44 x 15 m. The building will be erected in solid construction. All horizontal components (floor ceilings, courtyard cellar ceiling, floor slab) are made of reinforced concrete. The vertical components (columns and walls) are made of reinforced concrete or masonry.

Client

Aurubis AG

Testing / construction period

Beginning: 11/2017
End: 12/2019

Delivered services

Static-constructive examination in service phases 4 and 5 as well as the
constructive construction supervision in the service phase 8

Test engineer for construction technology

Dipl.-Ing. Horst-Ulrich Ordemann

Tied arch bridge for a two-lane road with a span of 56 m over a canal. The width of the bridge is 11.75 m. The steel arch is 9.5 m high. The carriageway slab consists of a reinforced concrete slab on a composite grating. The abutments are deeply founded on piles