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A company of the BRUGG Group
Estados Unidos
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg
Schwieberdingen 2016 - Geobrugg Schwieberdingen 2016 - Geobrugg

Schwieberdingen

   Compartilhar
Rua
Holdergasse 24 - 28
Código postal
71701
Lugar
Schwieberdingen
País / Região
Alemanha
Ano de instalação
2016
Cliente
Private
Engenharia
Henke und Partner GmbH, Ingenieurbüro für Geotechnik
Contratante:
Bramm Bau GmbH
Objecto protegido
Edifício, Pedreira/ Minas
Sistemas
TECMAT®
Protecção contra a corrosão
GEOBRUGG SUPERCOATING®
Área estabilizada
700 m²
Altura do talude
40 m
Inclinação do talude
30 ° - 90 °
Exposição
Sudoeste
Outras aplicações instaladas
Mineração / Túneis
Geologia

Shell limestone

Situação inicial

The apartment house Holdergasse, in Schwieberdingen (near Stuttgart) was built in a former stone quarry in the second half of the 20th century.  At that time, the stone walls were in a good condition.  The first rockfalls occurred some years ago, caused by weather conditions. Extremely loud impacts from rocks concerned the residents.

An initial assessment by the Henke and Partner in Stuttgart, showed that a full area support was necessary.  At the customer’s request, different measurements were evaluated. The comprehensive search for suitable solutions took about two years.  The solution proposed by Henke and Partner including TECCO® SYSTEM³, proved to be the most logical and economical application.

Descrição

The rock wall was divided into various areas of protection such as steep rock faces, overhanging formations, layered rocks with covered with with loose soils . Due to the tightness in some areas between the building and the rock face, a suitable solution had to be found here as well.

According to the dimensioning using RUVOLUM® software high tensile steel mesh type TECCO® 65/2 proved to be the most economical solution.

In some areas with overhangs, shotcrete filling had to be planned. The areas with loose rock were additionally covered with the anti-erosion protection mat TECMAT®. Areas where the distance to the building was less than one meter, extra lacing was implemented.
After completion, the initially skeptical residents were enthusiastic about the good adaptation to the terrain. The work was carried out by the company Bramm Bau GmbH.

O seu contacto local

Kevin H. Coyle
Kevin H. Coyle
Regional Manager Northeast
Riscos naturais
Geobrugg North America, LLC
3 Beaudet Terr
Columbia CT 06237 / Estados Unidos
Telefone +1 860 377 3230

Formulário de contacto

Saleh Feidi
Saleh Feidi
Regional Manager California
Riscos naturais
Geobrugg North America, LLC
8921 Emperor Ave.
San Gabriel, California 91775 / Estados Unidos
Telefone +1 909 706 8964

Formulário de contacto

John Kalejta
John Kalejta
Regional Manager Central US
Riscos naturais
Geobrugg North America, LLC
3215 67th Avenue Pl
Greeley CO 80634 / Estados Unidos
Telefone +1 505 220 1404

Formulário de contacto

Bob Lyne
Bob Lyne
Regional Manager Southeast
Riscos naturais
Geobrugg North America, LLC
8004 Windspray Drive
Summerfield NC 27358 / Estados Unidos
Telefone +1 336 337 0945

Formulário de contacto

Pierce Runnels, Civil Engineer
Pierce Runnels, Civil Engineer
General Manager Geobrugg North America
Riscos naturais
Geobrugg North America, LLC
22 Centro Algodones
Telefone +1 505 771 4080
Telemóvel +1 505 400 0796

Formulário de contacto

Tim Shevlin
Tim Shevlin
Sales Director
Riscos naturais
Geobrugg North America, LLC
4676 Commercial St. SE, PMB 174
Salem OR 97302 / Estados Unidos
Telefone +1 503 423 7258

Formulário de contacto