Amerika Birleşik Devletleri
Amerika Birleşik Devletleri

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Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

The installed UX060L-H4 barrier from the top - below the protected railway and the road

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Geology of the construction site - visible material which could be potentially triggered and form a debris flow

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Overview of the torrents endangering the infrastructure below

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

For the transport of construction material a temporary, inclined elevator platform was installed

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Anchor drilling was executed from the temporary platform

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

UX060L-H4 debris flow barrier's post already connected with the ground plate - with a very elegant fundament

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Barrier anchor drilling was executed using mobile drilling devices

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Detailed view of Geobrugg's wire rope anchors: anchor head with double corrosion protection, ensuring long lasting and maintenance free usage

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

Closer look on the UX060L-H4 debris flow barrier after installation was finished in May, 2012

Moloz akışına ve heyelana karşı koruma - Königstein, Saxony 2012

The UX060L-H4 debris flow barrier from below - thanks to its lightweight structure, all installation works could be executed by hand

 

Sistemler

 

Sistem uzunluğu

7 m - 25 m

 

Kurulum Yılı

2012

Durum

The railway track from Dresden to Děčin (Czech Republic) experienced heavy rain that triggered several mudslides in August 2010.  They blocked the railway line and the parallel road next to the city of Königstein.

This area shows signs of weathering and slope erosion. Blocks with an edge length up to two meters are embedded and shows first signs of instabilities.

The slope has an average inclination of 30 to 35 degrees and thanks to two torrents creating Y shape can mobilize up to 100 m³ of debris flow material.

Açıklama

Based on data collected in September 2010, the debris flow barrier was dimensioned using our DEBFLOW software. The optimum location for the barrier was a terrain transition in a flume area with undisturbed edge structure. The embankments on both sides offered fully extensive anchoring options.

Müşteri

City of Königstein

Yüklenici

Bergsicherung Freital GmbH

Gösterilen obje

Road, Railway

Korozyon koruması

Galvanized, GEOBRUGG SUPERCOATING

Mühendislik

Geobrugg AG

Yerel yetkiliniz

Kevin H. Coyle
 

Kevin H. Coyle

Regional Manager Northeast

Natural Hazards
Hidrolik mühendisliği
Geobrugg North America, LLC,3 Beaudet Terr,Columbia CT 06237 / Amerika Birleşik Devletleri Regional Manager Northeast

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Saleh Feidi
 

Saleh Feidi

Regional Manager California

Natural Hazards
Hidrolik mühendisliği
Geobrugg North America, LLC,8921 Emperor Ave.,San Gabriel, California 91775 / Amerika Birleşik Devletleri Regional Manager California

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John Kalejta
 

John Kalejta

Regional Manager Central US

Natural Hazards
Hidrolik mühendisliği
Geobrugg North America, LLC,3215 67th Avenue Pl,Greeley CO 80634 / Amerika Birleşik Devletleri Regional Manager Central US

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Bob Lyne
 

Bob Lyne

Regional Manager Southeast

Natural Hazards
Hidrolik mühendisliği
Geobrugg North America, LLC,8004 Windspray Drive,Summerfield NC 27358 / Amerika Birleşik Devletleri Regional Manager Southeast

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Pierce Runnels, Civil Engineer
   

Pierce Runnels

General Manager Geobrugg North America

Natural Hazards
Geobrugg North America, LLC,22 Centro Algodones , Civil Engineer General Manager Geobrugg North America

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Tim Shevlin
 

Tim Shevlin

Sales Director

Natural Hazards
Geobrugg North America, LLC,Salem OR 97302 / Amerika Birleşik Devletleri Sales Director

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