岡三リビック List of Products and Services

The "Multiple Anchor Reinforced Soil Wall Method" is a unique construction method developed in Japan, based on the "Embankment Stabilization Method Using Piles and Timber" conceived at the former Ministry of Construction's Civil Engineering Research Institute in 1970. It effectively utilizes construction-generated soil, taking advantage of its ability to apply a wide range of embankment materials, while also offering high seismic resistance, reduced environmental impact, and excellent stability. In August 2014, the "Multiple Anchor Reinforced Soil Wall Method Design and Construction Manual, 4th Edition" (published by the Public Interest Incorporated Foundation Civil Engineering Research Center) was released, further enhancing its reliability. 【Features】 ■ Effective use of on-site generated soil ■ Reduction of excavation volume with "Rock Anchors" ■ Shortened construction period and enhanced safety ■ Reliable structural stability ■ Suitable for a wide range of embankment sites ■ Maintenance and repair *For more details, please download the PDF or feel free to contact us.

"Mini Anchor DO" is a ground reinforcement soil wall method that allows for a wider placement pitch, thereby reducing the number of units used. Grout is injected from the tip of the hollow rod-shaped reinforcement material, ensuring a reliable grout effect. It is useful in cases where the construction impact area is narrow and intrusion into neighboring boundaries is a concern. [Features] - Reduces the number of units used due to the ability to take a wider placement pitch - Allows for shorter lengths of reinforcement material - Useful in cases where the construction impact area is narrow and intrusion into neighboring boundaries is a concern - Ensures a reliable grout effect by injecting grout from the tip of the hollow rod-shaped reinforcement material - Can be constructed in narrow working spaces without the need for large heavy machinery *For more details, please download the PDF or feel free to contact us.