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Stone masonry (stone wall) repair and restoration using the Rock Bond DK method.

Adhering and integrating unstable rock masses with stable bedrock! Introducing construction procedures and various construction achievements.

This document introduces the construction results of stone masonry repair using the Rock Adhesion DK Bond method. The Rock Adhesion DK Bond method is a technique that stabilizes unstable rock masses by bonding them to stable bedrock using an adhesive material (DK Bond Mortar). We provide information on "stone masonry (stone wall) repair and reinforcement using the Rock Adhesion DK Bond method," "construction procedures," and various construction results. [Contents] ■ Stone masonry (stone wall) repair and reinforcement using the Rock Adhesion DK Bond method ■ Stone masonry (stone wall) repair construction procedures ■ Stone masonry (stone wall) repair construction results *For more details, please refer to the PDF document or feel free to contact us.

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

basic information

[Published Construction Achievements] ■ Bitchu Matsuyama Castle Ruins (Takahashi City, Okayama Prefecture) ■ Takaoka Kojo Park Asaharu Bridge (Takaoka City, Toyama Prefecture) ■ Eigan-ji Temple Stone Walls (Higashiomi City, Shiga Prefecture) ■ Emergency Restoration of Stone Walls (Miyako City, Iwate Prefecture) ■ Ukon's Residence Slope for Kitamaebune Shipowners (Minamiechizen Town, Fukui Prefecture) *For more details, please refer to the PDF document or feel free to contact us.*

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Applications/Examples of results

For more details, please refer to the PDF document or feel free to contact us.

Repair and restoration of stone masonry (stone walls) using the Rock Bond DK method.

TECHNICAL

Stone wall (stone masonry) repair construction results

TECHNICAL

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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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