04.01.2013 Views

Tunnels - Wayss & Freytag Ingenieurbau AG

Tunnels - Wayss & Freytag Ingenieurbau AG

Tunnels - Wayss & Freytag Ingenieurbau AG

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

New Central Services Tunnel for Brunsbüttel Lock<br />

Germany<br />

General Data:<br />

Project: New central services tunnel for Brunsbüttel lock, tunnel for service lines<br />

Client: Wasser- und Schifffahrtsamt Brunsbüttel [Water and Shipping Authority]<br />

Contractor: <strong>Wayss</strong> & <strong>Freytag</strong> <strong>Ingenieurbau</strong> <strong>AG</strong><br />

Construction period: March 2009 to September 2011<br />

Construction costs: € 22 million<br />

Technical Data:<br />

Scope of work: Construction of a services tunnel (called “Mitteldüker”) under the existing double<br />

locks at the western end of the Kiel Canal without disrupting lock operations,<br />

length: approx. 450 m, clear internal diameter: 2.20 m, tunnel invert approx. 35 m<br />

below ground level<br />

Construction method: Pipe jacking using an AVN 2000 machine,<br />

construction of shafts using the diaphragm wall method<br />

Geology: Gravelly sand with stones<br />

New Coal-Fired Power Plant in Wilhelmshaven,<br />

Cooling Water Pipelines, Lot C121, Germany<br />

General Data:<br />

Project: New coal-fired power plant in Wilhelmshaven,<br />

cooling water pipelines, Lot C121<br />

Client: GDF SUEZ Energie Deutschland <strong>AG</strong><br />

Contractor: <strong>Wayss</strong> & <strong>Freytag</strong> <strong>Ingenieurbau</strong> <strong>AG</strong><br />

in a joint venture<br />

Construction period: December 2009 - August 2011<br />

Construction costs: € 36 million<br />

Technical Data:<br />

Scope of work: 4 cooling water pipelines DN 3400 with a length of 300 m each;<br />

1 fish return pipeline DN 1200 with a length of 300 m;<br />

start shaft: 30 m x 25 m x 15 m, diaphragm walls with anchored underwater concrete slab;<br />

target shaft: 45 m x 11 m x 15 m, steel girder shoring with underwater concrete slab and pre-installed lean<br />

concrete block;<br />

dyke crossing structure: 5 circular cells of secant bored piles (internal diameter approx. 7 m), a tunnel drive<br />

through each circular cell<br />

Construction method: Pipe jacking using 2 slurry-supported tunnel boring machines, external diameter: 4.1 m<br />

Jacking pipes:<br />

Composite pipes DN 3400, consisting of a reinforced concrete pipe with an integrated HDPE pipe liner<br />

Geology: Silty sand with bands of clay<br />

10|11

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!