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  6. Ace Sand Method

Ace Sand Method

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last updated:Aug 17, 2020

エースコン工業
エースコン工業
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Fluidize the excavated soil on-site. Please use it widely for backfill materials, filling materials, embankment materials, etc.

The "Ace Sand Method" is a revolutionary technique that pumps backfill materials such as mountain sand into areas where backfilling is difficult. It allows for the recycling of construction by-products (on-site generated soil). This simple and compact plant is capable of handling small-scale projects, while also having a large construction capacity that shortens construction periods and does not restrict the timing of backfilling. Please feel free to use it widely for backfill materials, filling materials, embankment materials, etc. 【Features】 ■ Pumps backfill materials such as mountain sand into areas where backfilling is difficult ■ Good fluidity allows for filling into every corner and can accommodate complex terrains ■ Effective for preventing consolidation settlement and liquefaction ■ Reduces cement usage and improves the utilization rate of generated soil ■ Easily suppresses bleeding by incorporating a small amount of air bubbles *For more details, please refer to the PDF materials or feel free to contact us.

    Special Construction Method
2020-08-17_16h45_32.png

Ace Sand Method

2020-08-17_16h45_32.png
2020-08-17_16h45_32.png
  • Related Link - http://www.acecon-kogyo.co.jp/acesand/index.html
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【Other Features】 - A simple and compact plant that can accommodate small-scale construction, yet has a large construction capacity, shortening the construction period and allowing for flexibility in backfilling timing. - Capable of recycling construction by-products (on-site generated soil). - Extremely simple yet capable of mass production, achieving a reduction in construction time. *For more details, please refer to the PDF document or feel free to contact us.

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エースコン工業

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The adoption of lightweight fill (FCB method) and backfilling methods using fluidized treated soil is increasing. Applications are expanding to include reduction of settlement on soft ground, load reduction on landslide-prone slopes, reduction of soil pressure on structures, backfilling in difficult areas, prevention of consolidation settlement, ground improvement, and liquefaction countermeasures.

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