A New Paradigm for Small-Diameter Piles
A high-performance, small-diameter seismic pile that enhances bending and shear capacity
A new-concept Composite Micropile method that maximizes lateral load capacity by reinforcing the upper section and improving head strengthening of micropiles.
The system forms the pile body by drilling with small-diameter equipment, inserting steel casing and steel bars, and injecting grout.
COMPOSITE MICRO PILE(CMP) Construction Methods
Composite Micropile
DOUBLE CASING
New Concept Micropile System featuring a double casing at the pile head to maximize lateral resistance.
Schematic Diagram
Technical Features
Application Effects
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- Seismic performance improved by 600% due to increased stiffness of the upper pile section.
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- Construction cost reduced by approximately 35% due to enhanced seismic performance.
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- Construction period shortened by reducing the required number of piles due to enhanced seismic performance.
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- Carbon emission reduction effect through reduced material usage.
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- Method capable of reducing carbon and harmful substance emissions during construction due to reduced construction volume.
Composite Micropile
EXPANSION CASING
New Concept Micropile System featuring a expansion casing at the pile head to maximize lateral resistance.
Schematic Diagram
Technical Features
Application Effects
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- Seismic performance improved by 310% due to increased stiffness of the upper pile section.
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- Construction cost reduced due to enhanced seismic performance.
-
- Construction period shortened by reducing the required number of piles due to enhanced seismic performance.
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- Carbon emission reduction effect through reduced material usage.
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- Method capable of reducing carbon and harmful substance emissions during construction due to reduced construction volume.
Composite Micropile
SINGLE CASING
A new concept micropile method that enhances horizontal bearing capacity by increasing the outer diameter and thickness of the steel casing/pipe.
Schematic Diagram
Technical Features
Application Effects
-
- Seismic performance improved by 310% due to increased stiffness of the upper pile section.
-
- Construction cost reduced due to enhanced seismic performance.
-
- Construction period shortened by reducing the required number of piles due to enhanced seismic performance.
-
- Carbon emission reduction effect through reduced material usage.
-
- Method capable of reducing carbon and harmful substance emissions during construction due to reduced construction volume.
