L-shaped parapet blocks that enable elevation by being installed on top of levees and tidal barriers.
■Early flood prevention measures are possible. ■The impact on the surrounding environment can be minimized. ■It accommodates product heights of 1.1 to 1.5 meters. ■No on-site poured concrete is required. ■Easy installation, shortened construction period, and labor-saving on-site work can be achieved. ■The backfill height is set low, adopting a shape that minimizes the impact on existing structures. ■It has strong integrity with three reinforced fittings. ■Waterproofing between products is ensured by sealing materials.
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basic information
【Design Conditions】 Soil pressure calculation method: Trial wedge method Unit weight of reinforced concrete: γc = 24.5 kN/m³ Unit weight of soil: γs = 19.0 kN/m³ Unit weight of water: γw = 9.8 kN/m³ Internal friction angle of soil: φ = 30° Overburden load: Q = 10.0 kN/m² Impact load and action position: The effects of impact loads can also be considered, so please contact us. Coefficient of friction for sliding: μ = 0.6 Constant During impact and flooding Design standard strength of concrete: σck = 40 N/mm² Allowable bending compressive stress of concrete: σca = 14 N/mm² 21 N/mm² Allowable tensile stress of rebar (SD295): σsa = 160 N/mm² 270 N/mm² * The effects of water pressure and buoyancy can also be considered, so please contact us.
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Our company, under the belief of contributing to society through the development of social infrastructure, constantly strives for quality improvement and technical advancement. With the conviction that business is about people, we respect humanity, engage in talent development and fair personnel practices, and cultivate a free and open corporate culture. We aim to deepen mutual understanding and trust, working together towards the development of the company and the enhancement of welfare, while concentrating all our efforts on stabilizing and expanding our management foundation.
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