Polystyrene foam civil engineering method(eps) - メーカー・企業と製品の一覧

Polystyrene foam civil engineering methodの製品一覧

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"EDO-EPS Method" Expanded Polystyrene Civil Engineering Method

"EDO-EPS Method" Expanded Polystyrene Civil Engineering Method

Utilization of lightweight expanded polystyrene (EDO-EPS) blocks as civil engineering materials.

The EDO-EPS construction method involves stacking EDO-EPS blocks as fill material and integrating them with dedicated fastening hardware. This method effectively utilizes the characteristics of EDO-EPS blocks, such as their ultra-lightweight, compressive strength, durability, and self-supporting nature when stacked. It can be applied in areas where there is a need to reduce load and soil pressure, such as on soft ground, landslide areas, embankments on slopes, and backfill for structures. Additionally, since it does not require large construction machinery, it alleviates concerns regarding proximity to important structures and the surrounding environment. Furthermore, it minimizes alterations to the terrain, making it a construction method that significantly contributes to the preservation of the natural environment during route planning and the construction of earth structures in mountainous areas. For more details, please contact us or download the catalog.

  • Civil Engineering Method
  • Ground foundation construction method

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Expanded Polystyrene Civil Engineering Method "EPS Method"

Expanded Polystyrene Civil Engineering Method "EPS Method"

Ideal for areas where weight reduction is necessary! Lightweight and durable expanded polystyrene blocks.

The "EPS method" involves stacking large expanded polystyrene blocks (Kanepal soil blocks) as fill material, effectively utilizing the characteristics of lightweight, compressive strength, water resistance, and self-supporting properties when stacked. This method is ideal for areas where load reduction and soil pressure reduction are necessary, such as embankments on soft ground, steep slope embankments, backfilling for structures, vertical walls, and widening of embankments. It simplifies ground treatment and temporary construction, thereby shortening the overall construction period, and reduces the total construction costs, including maintenance after completion, offering numerous advantages. 【Features】 - Solves issues such as settlement and insufficient bearing capacity on soft ground with lightweight materials. - Excellent self-supporting properties, resulting in minimal lateral deformation even under load. - Superior compressibility, preventing shear failure. - Can be constructed manually due to being made of expanded polystyrene. - Economical as it reduces maintenance costs such as repairs. *For more details, please refer to the PDF document or feel free to contact us.*

  • Civil Engineering Method
  • Stacking blocks
  • Various blocks

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Expanded Polystyrene Civil Engineering Method "EPS Method"

Expanded Polystyrene Civil Engineering Method "EPS Method"

Ground treatment and temporary construction work are simplified, resulting in a shortened overall construction period! Reduced total construction costs after completion.

The "EPS method" involves stacking large blocks of expanded polystyrene as fill material, effectively utilizing the characteristics of the material such as lightweight, compressive strength, water resistance, and self-supporting properties when stacked. It can be applied in areas where there is a need to reduce load and soil pressure, such as fill on soft ground, fill on steep slopes, backfilling for structures, vertical walls, and widening of embankments. The overall construction period can be shortened as ground treatment and temporary works are simplified. Additionally, it offers numerous benefits, including a reduction in overall construction costs, including maintenance after completion. 【Features】 ■ Ultra-lightweight and wide applicability - Unit volume weight is 0.12 to 0.35 kN/m3 - When applied as fill on soft ground, it can significantly reduce load and solve issues such as settlement and insufficient bearing capacity of the soft ground. *For more details, please refer to the PDF document or feel free to contact us.

  • Road construction

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