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  6. Ground anchor method vs. VSL residual anchor method

Ground anchor method vs. VSL residual anchor method

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last updated:Oct 01, 2010

VSL JAPAN 本社
VSL JAPAN 本社
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Ground anchor method vs. VSL residual anchor method

By using 2 to 12 strands of PC steel wire, the design anchor force per tendon can be arbitrarily selected up to 2036 kN. 【Features】 ○ This is a ground anchor method using the tensioning system of the VSL method. ● For other functions and details, please contact us.

    Steel structure constructionFoundation construction
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Ground anchor method vs. VSL residual anchor method

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basic information

By using 2 to 12 strands of PC steel wire, the design anchor force per tendon can be arbitrarily selected up to 2036 kN. 【Features】 ○ This is a ground anchor method using the tensioning system of the VSL method. ● For other functions and details, please contact us.

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【Purpose】 ○ Ground anchor method

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VSL

VSL JAPAN 本社

Building materials, supplies and fixtures manufacturers

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The VSL method was developed by the Swiss company Rosinger and has a history of about 40 years since its technology was introduced to our country in 1968. It is highly regarded for its safety and cost-effectiveness in post-tensioning methods using PC steel strands, anchoring methods, lifting methods, and jacked caisson methods. Currently, it is a representative method of PC technology applied to various civil engineering and construction structures, such as PC bridges, PC tanks, large-span buildings, ground anchors, and nuclear facilities, centered around local subsidiaries in over 35 major countries worldwide.

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