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  6. Acquired the industry's largest extraction force [κ65]! Steel pipe pile 'Kenma Pile'

Acquired the industry's largest extraction force [κ65]! Steel pipe pile 'Kenma Pile'

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last updated:Mar 25, 2019

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Achieve overwhelming ground support strength with reliable stop management. High support strength at a low cost! 【*Comparison materials of 10 major manufacturers available!】

The "Kenma Pile" is a pile that places the highest importance on penetration and constructability. Based on the experience, technology, and achievements we have cultivated so far, the wing shape of the Kenma Pile was developed to improve penetration into intermediate hard layers. Furthermore, by achieving 100% effective cross-sectional area in the wing, we realize high bearing capacity and low cost. 【Features】 ■ A pile that prioritizes penetration and constructability ■ Achieves industry-leading pull-out force κ65 ■ Enables size reduction design without considering the diameter of the pile shaft, achieving low cost ■ Reliable and easy-to-understand termination management method *For more details, please download the PDF materials or feel free to contact us. *We are also recruiting agents for the "Kenma Method."

    Concrete sheet piles and pilesPiles, caissons, sheet pilesPile and foundation work
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Acquired the industry's largest extraction force [κ65]! Steel pipe pile 'Kenma Pile'

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  • Related Link - http://kenmapile.com/

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★Minister of Land, Infrastructure, Transport and Tourism Certification → TACP-0520, TACP-0521 ・Push direction: α=150 Ap 100% ★Building Technical Performance Certification → GBRC Performance Certification No. 17-32 ・Pull-out direction: κ65 λ1.0 μ0.2 【About the industry's maximum κ】 ■Short-term allowable bearing capacity tRa determined from the ground in the pull-out direction tRa = 2/3{κ・Nt・Apt + (λ・Ns・Ls + μ・qu・Lc)・ψ} + Wpκ=65 λ=1.0 μ=0.2 Apt= (Dw² - D²)・π/4 κ: Bearing capacity coefficient at the tip of the foundation pile in the ground near the tip (κ=65) λ: Coefficient of pile surface friction in sandy ground among the surrounding ground of the foundation pile (λ=1.0. However, if pre-boring is performed, λ=0.) μ: Coefficient of pile surface friction in clayey ground among the surrounding ground of the foundation pile (μ=0.2. However, if pre-boring is performed, γ=0.) Nt: Average N value near the tip of the foundation pile (average N value from 3Dw range above the lower end of the pile shaft) *For more details, please refer to the PDF document or feel free to contact us.

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Steel pipe pile "Kenma Pile"

Steel pipe pile "Kenma Pile"

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[Information] Introduction to Kenma Method

[Information] Introduction to Kenma Method

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Simple Comparison Table of Steel Pipe Piles 'Pull-Out Direction Force' Featuring 10 Major Manufacturers!

Simple Comparison Table of Steel Pipe Piles 'Pull-Out Direction Force' Featuring 10 Major Manufacturers!

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"Steel Pipe Pile 'Pushing Direction Force' Simple Comparison Table" featuring 10 major manufacturers!

"Steel Pipe Pile 'Pushing Direction Force' Simple Comparison Table" featuring 10 major manufacturers!

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Our newly developed "Kenma Pile (Rotary Driven Steel Pipe Pile)," which we have arrived at through extensive experience, serves as a reliable support in Japan's construction industry as a "non-extractable pile" and an "earthquake-resistant pile." We also aspire to utilize this technology to contribute to society. We are a company that creates tomorrow by contributing to society through steel pipe pile foundation work. That is us, Ikki Co., Ltd.

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