Solutions

The Hard Ground Press-in Method makes it possible to install piles through a hard soil layer with an SPT value greater than 50, which has been difficult with conventional methods.

The Gyropress Method™ provides a tubular pile installation while keeping the existing structure in place because it uses the rotary cutting function.

The "Combi-Gyro Method" is a piling method that enables just a single press-in machine to construct a wall combined with tubular piles called "Combi-Gyro Wall".

The ”Skip Lock Method™” has been developed to realise construction of continuous piles with a large spacing between piles, which has been difficult to achieve with the GYRO PILER™ alone.

The "Non-Staging Method" does away with temporary works during construction and overcomes various space restrictions.

The ”Overhead Clearance Method” is a dedicated press-in method for sites where overhead clearance is limited, such as under bridges and high-voltage power lines.

The "Zero Clearance Method" is a press-in method for pile installation with zero clearance to adjacent structures.

The "Tubular Sheet Pile Press-in Method" is a piling method for constructing a robust and rational continuous-pile wall by using immensely strong and durable tubular sheet piles.

The "Concrete Sheet Pile Press-in Method" uses a special press-in machine in order to quickly install concrete sheet piles with high precision.

Embedded resilient piled foundations installed into the ground by the Press-in Method

It is a robustly strong levee made using an “implant structure” that is being constructed in various places since the Great East Japan Earthquake.

Implant Lock Levee utilises Implant Structure, which involves installing two rows of steel sheet piles and building a "bulkhead" inside the earthen embankment, making the levee stronger.

A bridge that can be rapidly constructed using a tubular pile in the bridge supports and a large covering panel on the superstructure.