Sinking suppression method "Preload Shell Method"
Introduce preload to the support structures and the ground to suppress ground subsidence in civil engineering works.
The "Preload Shell Method" is a technique used in civil engineering to early suppress ground subsidence and stabilize tunnels. By setting a bag body between the ground and the support structure and filling the bag with non-shrink mortar, the support structure and the ground are integrated, demonstrating reliable support capacity. For this method, a rapid-hardening filling material called "Preload Mortar" and pressure-resistant bag bodies have been developed, ensuring stable quality. [Features] ■ Suppresses ground subsidence during civil engineering work ■ Demonstrates reliable support capacity ■ Original rapid-hardening filling material "Preload Mortar" ■ Original pressure-resistant bag body "Preload Jacket" *For more details, please refer to the PDF materials or feel free to contact us.
- Company：芦森工業 本社・大阪工場
- Price：Other
