Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg
Route Chalais-Vercorin, Valais 2018 - Geobrugg Route Chalais-Vercorin, Valais 2018 - Geobrugg

Route Chalais-Vercorin, Valais

   Paylaş
Yer
Vercorin
Ülke / Bölge
İsviçre
Kurulum Yılı
2018
Müşteri
Municipality of Chalais and Vercorin
Mühendislik
Nivalp SA, Grimisuat
Gösterilen obje
Road, Railway, Touristic infrastructure, Infrastructure
Sistemler
CANOPY, TECCO® G45/2
Enerji emme kapasitesi
500 kJ
Sistem boyu
6.0 m, 11.5 m
Sistem uzunluğu
60 m
Korozyon koruması
Galvanized, GEOBRUGG SUPERCOATING®
Kurulan diğer uygulamalar
Kaya düşmesine karşı koruma
Durum

The terrace complex of Vercorin above Sierre in the Rhone valley is reminiscent of an eagle’s nest. The Valais holiday village lies between the “Vallon de Réchy” nature reserve and the valley entrance to the Val d’Anniviers.

In peak periods, over one thousand vehicles drive up the Chalais-Vercorin road, and the village of Vercorin is also served by the post bus.

Frequent low-energy rockfalls permanently endanger the road traffic and the affected section between several tunnels.

Açıklama

On the link road Chalais to Vercorin, the self-cleaning rockfall protection solution Canopy SCC-500 has been implemented for maximum energies up to 500 kJ.

Due to the extremely steep terrain up to the perpendicular, a

3D-field survey was undertaken. The construction was directly integrated into this drawing or into the terrain respectively. From this, the lengths of the cables and the

Ring net dimensions could be determined.

The location of the construction had to be defined in advance using the FARO model. By determining the deflection of the net (structure gauge), the positions of the anchoring could be defined.

TECCO® G45/2 was used as secondary mesh to prevent smaller stones with high fall velocities from piercing the mesh.

High importance was attached to covering the rock face with protection nets. No holes between these two elements were tolerated.

Length: 60 m in a single line, with a rock face connection on one side, without any intermediate suspension, (but with a connection included for an extension of the protection of 60 m)

Extension of posts: 6 – 11.5 m

Post spacing (post distance): 10 m

Yerel yetkiliniz

Kevin H. Coyle
Kevin H. Coyle
Regional Manager Northeast
Natural Hazards
Geobrugg North America, LLC
3 Beaudet Terr
Columbia CT 06237 / USA
Telefon +1 860 377 3230

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Saleh Feidi
Saleh Feidi
Regional Manager California
Natural Hazards
Geobrugg North America, LLC
8921 Emperor Ave.
San Gabriel, California 91775 / USA
Telefon +1 909 706 8964

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John Kalejta
John Kalejta
Regional Manager Central US
Natural Hazards
Geobrugg North America, LLC
3215 67th Avenue Pl
Greeley CO 80634 / USA
Telefon +1 505 220 1404

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Bob Lyne
Bob Lyne
Regional Manager Southeast
Natural Hazards
Geobrugg North America, LLC
8004 Windspray Drive
Summerfield NC 27358 / USA
Telefon +1 336 337 0945

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Pierce Runnels, Civil Engineer
Pierce Runnels, Civil Engineer
General Manager Geobrugg North America
Natural Hazards
Geobrugg North America, LLC
22 Centro Algodones
Telefon +1 505 771 4080
Mobil +1 505 400 0796

İletişim formu

Tim Shevlin
Tim Shevlin
Sales Director
Natural Hazards
Geobrugg North America, LLC
4676 Commercial St. SE, PMB 174
Salem OR 97302 / USA
Telefon +1 503 423 7258

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