Projects

Transparent and concretely:

The foundation slabs/raft foundations of the following project references were designed/redesigned by the employees of this engineering office in their previous or current job-activity.

Vinzent R22
 2022 — 2024
Residential building with three-storey underground car park Gabrielenstraße 3 / Rupprechtstraße 22 - 24, 80636 München, Neuhausen Bauwerk München 22 GmbH

With its green frontage, the VINZENT multifunctional building is all about sustainability. In this project, steel-fibre reinforced concrete was planned for the foundation slab of Munich's first wood hybrid construction building in inner-city Munich.

combined reinforcement
  • By using steel fibre reinforced concrete in the foundation slab, a total of approx. 155 tonnes of steel could be saved
  • Assuming an average GWP value of 1 kgCO2e/kg for the reinforcing steel, at least 75 t CO2e were ultimately saved
  • For this building project, a sustainability certification LEED Core & Shell Gold is aimed for. The optimisation with steel fibre reinforced concrete made a huge contribution towards this
Dramix® 5D 65/60BG
Landratsamt Reutlingen
 2023 — 2024
Administration office of the district of Reutlingen Stuttgarter Straße 30, 72766 Reutlingen Landkreis Reutlingen Georg Reisch GmbH & Co. KG

Combined reinforcement for the foundation slab of a complex administrative building of the district in Reutlingen.

combined reinforcement
  • Complicated floor plan and the associated crack width problems, high column loads with many required punching strips
  • Reduction of cross-section of the foundation slab from the original 126 cm and 145 cm to 110 cm and 130 cm, thanks to the additional share capacity of steel fibre concrete in the punching shear check
  • With a total floor area of approx. 8000 m², the reduction of panel thicknesses brought a significant economic advantage
Dramix® 5D 65/60BG
Tel Aviv
 2023 — 2024
Stadtzentrum Tel Aviv, Israel

Combined reinforcement for the foundation slab of a 15-storey commercial building.

combined reinforcement
  • Optimisation/reduction of the slab thickness compared to the original solution
  • Use of steel fibres primarily due to crack width limitation and increase of punching resistance (elimination of punching strips)
  • Logistical advantage due to cramped space in the middle of the city of Tel Aviv
35 kg/m³ Dramix® 4D 65/60BG
Louis Krages Logistikpark
 2021 — 2023
Logistics halls on a 25 hectare traditional industrial and commercial park Bremen Mileway Deutschland Goldbeck Nord GmbH

Approx. 70,000 m² of jointless industrial floor with a thickness of 22 cm.

fibre only
  • The construction of industrial floors in pure steel fibre reinforced concrete is state of the art in Germany
  • Non-linear design of the industrial floor offers further potential for optimisation, which has a significant economic aspect
Dramix® 3D 55/60BL
NKL Düsseldorf
 2018 — 2023
Living at Niederkasseler Lohweg 20 Niederkasseler Lohweg 20, 40547 Düsseldorf Instone Real Estate Development GmbH, Köln

Combined reinforcement for the foundation slabs for the project living at Niederkasseler Lohweg "NKL" in Düsseldorf.

combined reinforcement
  • The construction process was speeded up Speed up due to the use of combined reinforcement
  • Optimisation/reduction of slab thicknesses by 10 -30 cm compared to the original solution
  • Reduction of the crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
Dramix® 4D 65/60BG
Zentrallager – WAGO
 2023
Central Warehouse Waldstraße 1, 99706 Sondershausen WAGO GmbH & Co. KG

In Sondershausen, a foundation slab was constructed in combined reinforcement. The foundation slab is divided into 3 areas: HRL, AKL and Shuttle. For each area, the deformations in the ULS (Ultimate Limit State) should be limited. For example, the angle of twist in the HRL area must not exceed α = 0.5 mrad at any point of the floor slab. The maximum permissible local vertical deformation up to a length of 3 m is limited to 1/2,500.
The exact rotation determination was carried out using non-linear calculation methods.

combined reinforcement
  • Significant reduction of the slab thickness from 160 cm to 90 cm due to the use of steel fibre reinforced concrete and the non-linear design method -> enormous cost saving
  • Reduction of the crack width-limiting reinforcement -> significant reduction of the construction time
  • Seamless construction of the slab (i.e. with no movement joints) was possible due to steel fibre reinforced concrete
  • The subsoil could be optimised due to the non-linear analysis -> high economic aspect and shortened construction time
Dramix® 5D 65/60BG
Wellpappformatwerk PW15
 2023
Sheet factory PW15 Jakob Preißer Weg, 66989 Petersberg Progroup AG Peter Gross Infrastruktur GmbH & Co. KG

Approx. 20,000 m² jointless industrial floor with a thickness of 25 cm for the sheet factory in Petersberg.

combined reinforcement
  • Due to very high loads caused by upright paper rolls, the design in steel fibre reinforced concrete in combination with traditional reinforcement was favoured
  • Additional reinforcement was also required to satisfy the client need for a 0.3 mm crack width calculation
Dramix® 5D 65/60BG
Elbe Klinikum, Stade
 2017 — 2020
New construction of a building "Somatik" Bremervörder Straße 111, 21682 Stade Elbe Kliniken Stade Buxtehude GmbH, Stade 
Combined reinforcement for the foundation slab of a new building for the Elbe Clinic in Stade.
combined reinforcement 
  • Speed up of the construction process due to the use of combined reinforcement
  • Optimisation/reduction of the slab thickness by 20 cm compared to the original solution
  • Reduction of the crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
Dramix® 5D 65/60BG
Nonnenmühlgasse Leipzig
 2019
New construction of a multi-storey building Nonnenmühlgasse, 04107 Leipzig St. Elisabeth Krankenhaus Leipzig 
Combined reinforcement for the foundation slab on a floor area of ​​1,000m² for a six-storey mixed-use building.
combined reinforcement
  • Extensive building geometry and the associated crack width problem
  • The aim was to avoid construction joints in the foundation slab in order to achieve a seamless structure
  • The use of steel fibre reinforced concrete had a positive effect in limiting the crack width due to
because of the homogeneous distribution and reinforcement of the entire cross section
Dramix® 5D 65/60BG
City Prag
 2019
Living at Theaterviertel BA1 - BA3 Maybachstraße 10A, 10B, 12A-G, 14, Stuttgart-Feuerbach Instone Real Estate Development GmbH, Stuttgart

Combined reinfocement for the foundation slabs for the residential buildings at Theaterviertel BA1 - BA3.

 
combined reinforcement 
  • The construction process was speeded up due to the use of combined reinforcement
  • Reduction of crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
Dramix® 4D 65/60BG
Königshöfe
 2019
Living at Palaisplatz Dresden CG Deutsche Wohnen GmbH

Combined reinforcement for the foundation slabs on the residential project Living at Palaisplatz aka "Königshöfe" in Dresden.

combined reinforcement
  • The construction process was speeded up due to the use of combined reinforcement
  • Optimisation/reduction of slab thicknesses by 10 cm compared to the original solution
  • Reduction of the crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
Dramix® 4D 65/60BG
Center Parcs Allgäu
 2018
Holiday homes Allgäuallee 40, 88299 Leutkirch im Allgäu Center Parcs Leisure Deutschland GmbH 
750 foundation slabs in steel fibre reinforced concrete for holiday homes at Center Parcs
in Allgäu.
fibre only 
  • Elimination of the planned reinforcement Ø12/12 cm crosswise at the top and bottom
  • All 750 No. planned foundation slabs could be designed without traditional mesh or rebar.
  • Thanks to the use of steel fibre reinforced concrete, the "small" construction company was
able to apply not only for the first but also for the second construction lot of tender
(375 foundation slabs per lot).
  • This enabled a "small" construction company to carry out an area of 53,000 m² with about 14,000 m³ of concrete with a handful of employees
  • Despite large distances to the construction area, the steel fibre reinforced concrete could be pumped without any problems
Dramix® 3D 55/60BL
Nordlichter Jena II
 2016 — 2017
New construction of a residential area Merseburger Straße, 07743 Jena Wohnungsbaugesellschaft „Carl Zeiss“ e.G. Jena

The foundation slabs of the residential buildings as well as the foundation slab of the underground car park were designed by combining Dramix 5D 65/60BG steel fibre and traditional reinforcement. Due to the WU concept, it was necessary to limit the permissible crack width wk to 0.2mm in the serviceability limit state.

combined reinforcement
  • Reduction of reinforcement and elimination of punching strips
  • Optimisation of reinforcement details in the planning phase with problem-free implementation on the construction site
  • 40 % saving of traditional reinforcement
Dramix® 5D 65/60BG
Paulaner Brauerei
 2015 — 2016
Hochstraße 75, 81541 München Langwied Paulaner Brauerei GmbH & Co. KG

Steel fibre reinforced concrete and combined reinforcement for 10 buildings of the Paulaner brewery in Munich. The site is 15 hectares in size with over 90,000 m² gross floor area. The slab thicknesses for floors, foundation slabs and top concrete sections of 20 - 160 cm resulted from a wide variety of requirements. For example, very high point loads from tanks and silos of 600 kN and high live loads in the production areas of 40 kN/m² had to be verified. The area where steel fibre reinforced concrete was used totalled approx. 40,000 m².

fibre only + combined reinforcement
  • Speed was the key aspect, the aim was to complete the brewery as quickly as possible.
  • Acceleration of the construction process due to the use of steel fibre reinforced concrete
  • Reduction of the crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
  • Flexibility for future conversions through selected floor slab systems
Dramix® 4D 65/60BG
VW Bratislava
 2014
Volkswagen Slovakia a.s. STRABAG/ZIPP BRATISLAVA spol . s r. 
Combined reinforcement for a foundation slab for a Clad-Rack warehouse in silo construction
for storing car bodies.
combined reinforcement
  • Speed up the construction process due to the use of combined reinforcement
  • Significant reduction of the crack width-limiting reinforcement -> optimal constructability / economic aspect
  • Seamless design -> elimination of all joints
30 kg/m³ Dramix® 5D 65/60BG
BASF FA 561
 2014
Fuel depot Friesenheimer Insel, Werksgelände BASF, Ludwigshafen Deutschland BASF SE The Chemical Company

The designed tank is used for the storage of 20,000 m³ of water-polluting substances and was classified as a "LAU" facility according to VAwS. The retention in the sense of a secondary barrier was designed and constructed as an uncoated impermeable surface in accordance with DAfStb guideline BUmwS as a circumferential combined reinforced concrete containment space.

combined reinforcement
  • Reduction of the slab thickness by optimising the position of the neutral axis in the cross-section towards the tensioned side (increase of the bending pressure zone) -> economic aspect
  • Significant reduction of the crack width-limiting reinforcement by more than half -> optimal constructability / economic aspect
  • Greater potential on the resistance side regarding tightness -> durability is crucial
Dramix® 5D 65/60BG
SIBCO Pepsi
 2013
Clad-Rack warehouse Pepsi distribution centre KSA Jeddah, Saudi Arabien SIBCO Pepsi KSA Arabian Contracting Company ACC

In Jeddah, Saudi Arabia, a large distribution centre was built in 2013 for the beverage manufacturer Pepsi. The realised Clad-Rack warehouse of 42.90 metres is one of the tallest racking systems possible. Due to the silo construction, the foundation slab not only experiences high vertical loads due to the storage of beverages, but also very high uplift loads due to the consideration of "earthquake with partial loading" and "maximum wind with empty racking".

combined reinforcement
  • Significant reduction of slab thickness -> Economic aspect
  • No need for core drilling when dowelling the shelving system
  • For the LEED (Leadership in Energy and Environmental Design) certifications, clear advantages resulted from the use of combined reinforcement
30 kg/m³ Dramix® 4D 65/60BG
Carl Zeiss AG Oberkochen
 2011
Carl Zeiss Straße, 73447 Oberkochen Carl Zeiss AG, Oberkochen

Combined reinforcement for the construction of thick, ambitious foundation slabs.

combined reinforcement
  • Constructability and time savings -> Starting production as early as possible was a top priority for the client
  • Vibration-resistant, monolithic foundation slabs without construction joints with increased crack width limitation
  • Economic efficiency and, above all, reduced execution time were dominant factors for feasibility
  • Reduction of the crack width-limiting reinforcement of approx. 60% -> optimal constructability / economic aspect
  • High logistical requirements -> peak performance of 80 hours of continuous concreting with approx. 120 m³ per hour
Dramix® 3D 80/60BG

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Falconix Engineering GmbH
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