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  6. Introduction to the Earth Drill Type Enlarged Base Pile Method "SY Method"

Introduction to the Earth Drill Type Enlarged Base Pile Method "SY Method"

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last updated:Feb 22, 2018

双葉資材
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A cast-in-place concrete enlarged base pile method that allows for a fivefold increase in bearing capacity even in narrow sites.

The "SY Method" is a new cast-in-place concrete enlarged base pile method that achieves a large bearing capacity by excavating the enlarged base diameter to more than twice the shaft diameter. With a mechanical bucket, it is possible to construct enlarged base piles with five times the bearing capacity even in narrow sites. It also accommodates high-strength concrete with a design standard strength of up to 45 N/mm². 【Features】 ■ Maximum enlarged base diameter φ4700mm ■ 4.84 times high bearing capacity ■ Suitable for narrow sites ■ Compatible with all casing ■ Reliable construction management *For more details, please download the PDF or contact us.

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Introduction to the Earth Drill Type Enlarged Base Pile Method "SY Method"

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  • Related Link - http://www.futaba-311p.com/construction/sy_earth.h…

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【Other Features】 ■ Reliable bottom cleaning capability ■ Dedicated slime treatment machine ■ Confirmation of pile body safety ■ Confirmation of construction safety *For more details, please download the PDF or contact us.

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Introduction to the Earth Drill Type Enlarged Base Pile Method "SY Method"

Introduction to the Earth Drill Type Enlarged Base Pile Method "SY Method"

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Futaba Materials Co., Ltd. is developing its business with two main pillars: the construction sector and the welfare services sector. We offer various construction methods, including the "SY Method," which allows for the installation of enlarged piles with five times the support capacity even in narrow sites using a mechanical widening bucket, and the "GSB Method," which enables the construction of enlarged piles in soft and medium-hard rock support layers using an all-casing approach. Please feel free to contact us if you have any inquiries.

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