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  6. [Data] Comparison photos before and after construction of the Rock Bond DK Method

[Data] Comparison photos before and after construction of the Rock Bond DK Method

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last updated:May 29, 2020

一般社団法人 全国落石災害防止協会
一般社団法人 全国落石災害防止協会
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Please check its performance through the photos before and after construction. (Earthquake resistance that can withstand massive earthquakes!)

This document introduces examples of the rock adhesion "DK Bond Method" through comparison photos before and after construction. [Contents] ■ Rock Adhesion DK Bond Method Construction Achievements ■ Client ■ General Contractor ■ Project Name ■ Prefecture/City/Town/Village *For more details, please refer to the PDF document or feel free to contact us.

    Other earthworks, foundation works, and exterior floorsEarthquake-resistant construction method
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[Data] Comparison photos before and after construction of the Rock Bond DK Method

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  • Related Link - http://www.dkbond.co.jp/

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[Data] Rock Bonding DK Bond Method Construction Example (Comparison Photos Before and After Construction)

[Data] Rock Bonding DK Bond Method Construction Example (Comparison Photos Before and After Construction)

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一般社団法人 全国落石災害防止協会

一般社団法人 全国落石災害防止協会

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The construction method of this technique closes cracks and openings to prevent loosening of the rock due to weathering, while also dispersing concentrated stress in the area. It exhibits excellent durability against repeated loads such as earthquakes and demonstrates a high rockfall prevention effect. When applying this method, its features include: 1. It can be applied to large rocks and high-altitude rocks that have high potential in mountain slopes and similar areas. 2. It can fix natural rock formations in their current state, and the construction traces harmonize with the landscape, making it particularly effective for use in natural parks and scenic areas. 3. Since there are no alterations to the natural features or new structures, and the construction equipment is minimal, it can be easily combined with other methods.

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