Seeblickweg bridge – 70-meter long timber-carbon concrete composite bridge

With this 70-metre-long structure, both an optimum load transfer for the specified length of the bridge and an optimum symbiosis of the materials (timber, concrete, carbon reinforcement) in terms of serviceability and durability in full harmony with sustainability were brought into balance. It features a two-span girder design and associated alternating bending stresses acting on its cross-section. This is why this was designed as a full-carbon
T-beam at the central bearing, and as a timber-concrete
composite in the span section. This approach permitted optimum
utilization of the positive characteristics of the two materials.
Glued-in shear plates connect the CNC-milled timber
cross-section to the concrete slab. Shear forces are transferred from the timber beam into the concrete superstructure through axially loaded, glued-in GFRP bars having a “shear stud” in the concrete. At the abutments, the full concrete cross-section has a maximum thickness of 59 cm and is reinforced with eight layers of carbon mesh in the tensile zone. Carbon bars were used for the stirrup
reinforcement to transfer the shear forces. Using non-metallic
reinforcement eliminated the need for a protective layer, which is why the concrete mix design had to fulfill specific requirements. In addition to being resistant to freeze-thaw impact (XF4), the mix needed to be sufficiently flowable (F5) to allow for in-situ concrete pouring of the bridge. To give the construction contractor a better
understanding of how to handlecarbon-reinforced concrete, concreting tests were conducted in advance while considering the dense reinforcement design.

Engineering practice Harrer
was commissioned with the entire project planning and structural design in close coordination with the civil engineering department of the City of Stuttgart. Structural
verification was based on the guideline for designing concrete components with non-metallic reinforcement.

The combination of the two materials and their effective application make this construction method exceedingly efficient and climate-friendly.

x

Related articles:

Issue 05/2016 Submitted/Eingereicht von: Solidian

Carbon-reinforced concrete pedestrian and cycle bridge

On 23 February 2016 the Solidian GmbH received the innovation prize for structural concrete products of the supplier industry for the carbon-reinforced concrete pedestrian and cycle bridge built in...

more
Issue 02/2016 International examples

Bridges with non-metallic reinforcement

Over the last few years, the requirements on bridge structures have considerably increased owing to the growing traffic volume and they are due to become even more stringent in the years ahead. A not...

more
Issue 06/2022

Concrete light – A bridge made of carbon reinforced and infra-lightweight concrete

Making construction with concrete more resource-efficient and climate-friendly is one of the most important goals in civil engineering. Within the DFG-funded priority program 1542 “Concrete light”,...

more
Issue 02/2014 In a monolithic and segmental construction method

UHPFRC beams with hollow box cross-section

Background Contrary to the monolithic design, for segment construction single building units are prefabricated in the precast concrete factory for later assembly at the construction site. Using joints...

more
Issue 06/2022

Ecologically optimized timber-concrete composite  floors systems

When it comes to performance and fast construction time, timber-concrete composite floors systems (TCC floors) are a feasible and resource-efficient alternative to conventional reinforced-concrete...

more