Our Projects

At KARL WEISS Technologies, we combine innovation and experience to deliver customer-focused solutions. Whether it’s trenchless pipe rehabilitation or civil engineering —our projects demonstrate how modern technologies such as starline® and hydros® are implemented efficiently and tailored to each project.

  • IGA 2017 Summer Toboggan Run & Cable Car

    The summer toboggan run at the 2017 IGA was planned not only as a highlight of the event, but also as a technical masterpiece in the field of foundation engineering.
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  • Backfilling the BEHALA Tunnel

    The backfilling of the BEHALA Tunnel represents an impressive milestone in civil engineering. By using 3,600 m³ of liquid soil, we have ensured the long-term stability of this significant section of the tunnel and made an important contribution to the stability of the infrastructure.
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  • Renovation of the Bötzow Brewery

    As part of the renovation of the historic Bötzow Brewery in Berlin, extensive measures were taken to secure the construction pit.
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  • Rudolfstraße Pumping Station

    As part of the sewer system renovation project, KARL WEISS Technologies excavated the foundation pit and installed the connections for a stormwater overflow structure in Berlin’s Friedrichshain district.
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  • Wilhelmsaue Network Pumping Station

    Vattenfall needed to increase the pressure in its district heating pipelines in order to further expand service in the urban area. The contract for the design and construction of this pumping station was awarded to KARL WEISS Technologies based on its innovative, customized proposals.
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  • Bernau Railroad Crossing

    The project calls for two trench excavation sites and one pipe-jacking operation, each with a DN 1000 pipe. Large clusters of boulders in the ground pose a particular challenge, as they could endanger the machine’s cutting head and disrupt rail traffic.
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  • Waldowstrasse

    For the renovation of the wastewater system, a trough-shaped excavation with sheet piling, a concrete sub-base, and an HDI seal is planned. Alternatively, a microtunneling method using mechanical excavation was proposed.
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  • Rehabilitation of a DN 900 GG (PN 10) pressurized sewer pipeline

    Highlights: 1,600 m of in-line liner installation in 8 sections, each 200 m long starline®STRUCTURE* system as a self-supporting pressure pipe liner Max. operating pressure: 10 bar (PN 10) Passing through pipeline culverts with 2 x 15° bends
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  • Renovation of a DN 900 (PN 10) water main

    Highlights: Two parallel pipelines laid on a slope, with gradients reaching 100% in some sections and featuring various pipe bends between the pumping station on the Limmat and the plant premises 300 m of pipeline rehabilitation using the starline®HPL-S method in 4 sections
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