German cluster - Recreate

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Project and industry partners involved:

BTU Cottbus-Senftenberg: Prof. Dr. Angelika Mettke, Viktoria Arnold, Jakob Fischer, Christoph Henschel,
Sevgi Yanilmaz, Anton Leo Götz

IB Jähne: Peter Jähne, Milena Zollner

ECOSOIL OST: Dietmar Gottschling, Bernd Mathen, Jens Muschik, u.a.

Figure 1 – 3D Model of the test building (Source: BTU)

The objective for the test construction was to generate findings on the practicability of the construction method by reusing precast-reinforced concrete elements. The reassembly and disassembly of the test building was carried out by and in cooperation with the German ReCreate industry partner ECOSOIL. In particular, the combination of used reinforced concrete elements with timber stud walls was to be tested, as well as the new steel connectors developed as part of WP5. A new filling mortar was tested for its applicability to form the butt joints between the precast concrete elements.

Figure 2 – Donor Building Type WBS70-C before deconstruction (Source: BTU)

The donor building for the test building was a five-story WBS 70-C apartment block on Karl-Marx-Straße in the small town of Großräschen in Brandenburg. A partial demolition was carried out here as part of a refurbishment project, in which the upper 2 or 3 stories were deconstructed. From the deconstruction mass, 12 precast concrete elements were transferred to Cottbus for the test building: 3 exterior wall panels, 6 interior wall panels and 3 ceiling panels (see Fig. 3) after they had been selected and marked in the installed state.
The element-oriented deconstruction began in November 2023 and was completed at the end of February 2024. The dismantled precast reinforced concrete elements were stored on the construction site in Großräschen for another month before being transported the approx. 40 km to Cottbus in April 2024.

Figure 3 – Overview of elements needed for the test building (Source: BTU)

Figure 4 – Floor plan of the test building (Source: BTU)

When designing the test set-up, an attempt was made to reproduce as many different element connection situations as possible. These include corner connections between two concrete elements or between a concrete element and a timber stud wall (corner connector), longitudinal connections between two concrete elements (longitudinal connector) or the centred connection of a concrete wall element with a concrete element installed at right angles (T-connector) – see Fig. 5 and 6.

The newly developed connectors are made of 8 mm thick flat steel and are attached to the top of the wall elements with concrete screws. The connectors can be fixed in both concrete and wood and are therefore very suitable for combining these two building materials. The steel connectors mounted on the top can be embedded in the mortar bed required for the ceiling elements anyway, so that they do not present any structural obstacle and are also protected against the effects of fire and corrosion.

Figure 5 – 3D Models of the newly developed connectors (Source: BTU)

Figure 6 – Placement of the steel connectors in the test building (Source: BTU)

In addition, the design concept of the test building was planned in such a way that a wall element and a ceiling element were to be cut to size in order to test the effort involved in sawing the concrete and whether the cut precast concrete elements could be used as intended.

The former airfield in Cottbus, which had been decommissioned for several years, was chosen as the location for the test building. There was sufficient space, a load-bearing concrete slab as a base and a suitable access road for the delivery of the reinforced concrete elements.

In March 2024, work began on the production of the timber stud walls and the setting of the masonry calibrating layer to prepare the construction site for the installation of the concrete elements. The used concrete elements were delivered to the construction site on April 18 and 19 and stored in the immediate vicinity of the test building. They were professionally reassembled within two days. Each wall element was placed on the calibrating layer (see Fig. 7, center), leveled and secured using mounting braces (see Fig. 7). The elements were joined together using the above-mentioned flat steel connectors. The use of the innovative SysCompound joint mortar (based on fly ash and recycled aggregate) was tested for the butt joints between the concrete elements. Various formulations for the SysCompound were developed and tested in the laboratory in advance. The bond between the old concrete and the fresh joint mortar was of particular interest. In this respect, not only the mortar strength played a role, but also the shrinkage behavior of SysCompound in comparison to commercially available joint mortar mixtures.

Figure 7 – construction process of the test building (Source: BTU)

Figure 8 – construction process of the test building (Source: BTU)

The assembly of the test construction went smoothly and quickly (see Fig. 8) so a positive conclusion can be drawn for future pilot projects. The flat steel connectors have proven successful due to their simple fastening by means of screws (assembly) and disassembly; the combination of reinforced concrete and timber stud wall elements has proven to be practicable and the sawn concrete elements could be reassembled without any problems.
From a planning point of view, it is recommended that larger dimensional tolerances of the concrete elements be taken into account, as the actual geometric dimensions sometimes deviate from the planning and the edge zones of the dismantled concrete elements are no longer level in some cases. Concrete sawing work is known to be feasible but should be reduced to a minimum due to the high costs and energy required. When filling the joints, it turned out that due to unevenness or broken edges and corners of the concrete elements – as explained above – significantly more grout was required in some cases than assumed in the planning.

Figure 9 – Aerial view of the test building after completion (Source: C. Busse + S. Karas)

Overall, the test construction on the former airfield site in Cottbus was a complete success. The BTU team would like to take this opportunity to thank the landlord DLR for the space used, the skilled workers from ECOSOIL and the logistics service provider Auto Klug. Without the cooperation of the aforementioned parties, the realization of the construction project in this form would not have been possible. In mid-May 2024, the test building was dismantled/disassembled again and transported away for temporary storage at a recycling yard 42 km away. If the used concrete elements are not requested as components for reuse, they will be recycled and are therefore still available through material recycling.


December 13, 2023
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Christoph Henschel, BTU

In conventional architectural projects, the use of the building and the design concept typically determine the dimensions of the structure. This means that the height of spaces, as well as the width and length of rooms, are defined by what will happen in them once they are built. Constraints on the size of a building are usually only imposed by limited budgets, the site and its context, or zoning laws. All of this changes drastically when reused precast concrete comes into play. Suddenly, the structure dictates the spatial dimensions, the grid size or the floor heights of the building design. This changes the design task for the architect and presents new challenges. In order to show that these challenges are also full of opportunities, the following text describes the design process for the German pilot project within the ReCreate project, a youth center for the town of Hohenmölsen.

The design task began with a detailed analysis of the elements that could be salvaged from the donor building. Specific types, dimensions and available quantities of exterior and interior walls and ceiling slabs were determined. Preliminary tests of the concrete strength and examination of the reinforcement properties ensured the suitability for reuse in advance. With this catalogue of elements as a starting point, the design process for the new building could begin – always with the goal of using as many reused elements and as little new material as possible.

Resource: BTU Cottbus Senftenberg

The mayor of Hohenmölsen drew up a rough room plan that served as the basis for the initial design. It included a multi-purpose room, a kitchen and dining hall, several smaller rooms for offices or after-school use, and some additional rooms such as restrooms, storage, and a technical room. With these requirements in mind, an initial building layout sketch was created with the goal of locating the various uses in customizable areas of the future building. Conditions such as the distance from the entrance, the proximity of certain rooms to each other, or the orientation to the east, west, or south to ensure the best lighting were taken into account.

This initial sketch was then superimposed on a grid of 2.4m by 3.6m – the maximum length of the ceiling slabs in the donor building. After a few attempts and several iterations of rotating certain rows in the grid by 90°, two initial building designs were created and presented to the town of Hohenmölsen.

Resource: BTU Cottbus Senftenberg

A special design decision was to use the former exterior walls not only as exterior walls but also as interior walls in the new building to show that the building was created from reused elements. This also allowed for interior windows between two rooms, which was an interesting way to visually connect separate rooms.

Resource: BTU Cottbus Senftenberg

The two initial building designs were presented by BTU at the town hall of Hohenmölsen and then discussed by the mayor with the town representatives. As a result of this discussion, BTU was asked to make a number of changes to the design in terms of size and use. This second design phase resulted in a combination of the two previous designs into one more detailed approach. In this design, it was already apparent that for the larger spaces, such as the dining room and multi-purpose room, the 3.6m ceiling spans were not sufficient, so new beams and columns were introduced to create wider spaces with double the span, resulting in a width of 7.2m. At this point, the method of showing reused elements in black lines and new material in red on the drawings was established. This allowed for a quicker overview of where reused elements would be located.

Resource: BTU Cottbus Senftenberg

During this design phase, the concept of multiple entrances to the building was developed, so that there is not just one main entrance, but several ways to approach the building, which can activate the building’s surroundings much better.

After another round of feedback from the town of Hohenmölsen, some minor changes were made and terrace roofs were added to the design. In this design, it is now possible to enter and exit the building from all four sides. This allows users to access the site from all sides. In this design, 47 used exterior walls, 7 used interior walls and 56 ceiling slabs are used.

Resource: BTU Cottbus Senftenberg

Some time passed and the town of Hohenmölsen contacted BTU again, stating that the original space plan was not sufficient and that more space was needed. With the experience from the previous designs, a new layout was developed. The new design introduced the idea of a functional block with all building services such as kitchen, toilets, storage, etc., to be placed in the center of the building. This allows all the other rooms where youth activities or office work will take place to receive natural light.

Resource: BTU Cottbus Senftenberg

The downside of this design was that it had a huge footprint of almost 700 m2 due to the increased space requirements. This led to the idea of arranging the spaces on two levels, creating a two-story building. The previous spatial configuration of a service core with a surrounding corridor and entrances on all four sides of the site was retained. Due to the peculiarities of the reused concrete elements and the limited grid size, it was decided that the upper floor would be accessed only by an exterior staircase to simplify the construction and avoid potential fire safety concerns.

Resource: BTU Cottbus Senftenberg

In this final design, 35 exterior walls, 25 interior walls and 103 floor slabs from the donor building will be reused, resulting in a net floor area of 505 m2 on the ground floor and 263 m2 on the upper floor. The new structural elements are initially planned to be new precast concrete elements such as columns and beams. New exterior and interior walls will be made of wood stud walls and ecological insulation such as wood fiber boards. For the facade, the reused exterior walls can be insulated with only 6 cm of wood fiber boards due to the low density concrete they are made of, while the reused interior walls, which will be positioned as new exterior walls, will require 14 cm of insulation. The façade will be a ventilated cladding of reused wood panels and reused corrugated metal, installed as available.

All in all, the design process was challenging, but also interestingly unusual, because the building elements determined many decisions that would otherwise have to be made by the architect or the client. Introducing new elements and rotating the grid in certain places allowed for some flexibility and gave just enough freedom to realize all the required uses in the building. The German ReCreate country cluster hopes to start construction of the youth center in late 2024 or early 2025.

Resource: BTU Cottbus Senftenberg





EU FUNDING

“This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement No 958200”.

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