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Fully Slit Product List

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Vertical Full Slit "EWR Type (Fireproof) A Type"

Vertical Full Slit "EWR Type (Fireproof) A Type"

Self-supporting dual-eye ground construction type! It has passed the 2-hour fire resistance heating test (ISO standards).

The "EWR Type (Fireproof) A Type" is a vertical complete slit that has passed the evaluation criteria of the Urban Renaissance Agency. It is a self-supporting double-joint construction type that also meets the evaluation criteria of the Urban Renaissance Agency. With a wall thickness of 180, it has a sound insulation performance of Dr-55. Options for waterproof butyl tape (double-sided) and rebar hole processing are also available. 【Features】 ■ Passed 2-hour fire resistance heating test (ISO standard) ■ Passed Urban Renaissance Agency evaluation criteria ■ Sound insulation performance DR-55 (with wall thickness of 180) ■ Options ・Waterproof butyl tape (double-sided) 3×15, 2×15, 1×15 ・Rebar hole processing (φ13–φ18mm) (@200×@400) typically D10@400 *For more details, please refer to the PDF materials or feel free to contact us.

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Seismic slit complete slit pylon

Seismic slit complete slit pylon

As an effective seismic-resistant construction method, our company proposes a hanging method that involves cutting the three sides of the columns and beams.

At our company, it is natural for seismic slit materials to demonstrate their effectiveness during an earthquake, but we believe it is important that they continue to be effective for a long time without the need for large-scale repairs after the earthquake. Based on the above considerations, we propose the use of complete slit materials.

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  • Renovation and repair methods

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Thin residual type complete slit

Thin residual type complete slit

Scope expansion and update completed! Introducing complete slits with thin residuals using high-precision cutting machines.

The "Thin Residual Type Complete Slit" is a seismic reinforcement method for columns using post-installed slits. The design and construction guidelines are suitable for the design and construction of post-installed slits in secondary walls of existing RC (Reinforced Concrete) and SRC (Steel Reinforced Concrete) structures. These design and construction guidelines can also be applied to renovation work when seismic slits are not installed according to the design documents in existing buildings (including those constructed after the seismic code revision in 1981). 【Applicable Columns and Beams】 ■ The concrete compressive strength of columns and beams should be between 13.5 N/mm² and 36.0 N/mm² when designed for seismic reinforcement. ■ The cross-section size of columns should be at least 400×400 mm. ■ When applying to extremely brittle columns, it is limited to columns with a shear reinforcement ratio (pw) of 0.1% or more. *For more details, please refer to the PDF document or feel free to contact us.

  • Reinforcement and repair materials

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