Eliminate the overhang of piles even in peat layers and humus layers with an N value of 0! Optimize the amount of concrete to create uniform pile diameters and high-quality foundation structures.
When constructing place-driven piles in peat layers (peat bogs) with an N value of 0 or in soft humus layers, the lateral pressure from the fresh concrete can cause significant bulging (lateral expansion), leading to distortion of the pile shape and a sharp increase in concrete consumption. The Resophon Pier Method minimizes unnecessary concrete protrusion in ultra-soft ground by attaching a lightweight and durable permeable net to the rebar cage. It enhances the accuracy of the calculation for the driving position, maintains the shape, and optimizes concrete usage. This reliable technology, recognized as a NETIS registered technology (KT-240066-A), strongly supports the assurance of pile quality and economical construction in extremely poor ground conditions. 【Features】 ■ Suppresses bulging in peat layers and humus layers with an N value of 0 ■ Optimizes concrete placement volume and improves cost-effectiveness ■ Obtained NETIS registration technology (KT-240066-A) ■ Achieves reliable shape and quality control even in soft ground *Please check "Download Catalog" for construction results and procedures.
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Since our establishment in 1978, we have been engaged in "foundation work and pile work," which serves as the foundation for various structures for many years. We always strive to construct foundation piles that can safely and reliably support structures, utilizing various methods, including patented techniques, to improve the quality of pile construction.
