Sika Deutschland

Fresh Concrete Composite Systems for the FAIR
Particle Accelerator

The new FAIR (Facility for Antiproton and Ion Research) particle accelerator has been under construction in Darmstadt (Germany) since 2017. The huge facility is being built on a site of around 150 000 m2 at the GSI Helmholtz Centre for Heavy Ion Research. In the 1.1 km long accelerator tunnel and in numerous associated buildings, the accelerator facility will be used to research the structure of matter. Sika Deutschland GmbH is contributing to the realisation of one of the largest construction projects in Germany (Fig. 1) with comprehensive technical advice and innovative solutions for the...

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Issue 08/2016 Sika Deutschland

Bonded Tape Sealing Solution for Plastic Membrane Transitions

The waterproofing of road or rail tunnels generally consists of waterproof concrete and/or concrete construction with a plastic waterproofing membrane. A change of the type of waterproofing within a...

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Issue 03/2023

Three-Component Approach: Double-Layer Pressurized Waterproofing System With Planned Block Backing

1 Introduction New tunnel constructions increasingly pass through ecologically sensitive areas, and the requirements for groundwater protection are increasing. Often, the permanent reduction of...

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Issue 08/2012

Tunnel A2 Maastricht: Groundwater Management with DSI System

The Project The present A2 reverts to the N2 at Maastricht with the entire road traffic passing through the urban area of Maastricht/NL. Traffic is considerably hampered by the many intersections...

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Issue 03/2012

Lungern Bypass: Sprayed Concrete Application directly onto Polymer Waterproofing Membranes

1 Overview In the tunnel widenings for the Lungern bypass/CH, sprayed concrete was applied directly onto the flexible polymer waterproofing-membrane (PWM) in the arch area instead of inner lining...

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Issue 02/2015

Waterproofing Systems with Membranes

1 The Waterproofing System The waterproofing system in tunnels caters for three important functions: It separates the subsequent bearing structure from the excavation support in order to avoid...

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