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  6. [Data] DK Bond Method Construction Performance Site Investigation Record (Western Tottori Prefecture, Geiyo)

[Data] DK Bond Method Construction Performance Site Investigation Record (Western Tottori Prefecture, Geiyo)

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last updated:Jan 14, 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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Introduction to the report on the follow-up survey of construction achievements near the epicenter zone of the Tottori Prefecture West Earthquake and the Geiyo Earthquake.

This document is a record of construction performance site investigations related to the western Tottori earthquake and the Geiyo earthquake. It includes information on the damage conditions in various areas during the occurrence of the western Tottori earthquake (M7.3, intensity 6 strong) and the Geiyo earthquake (M6.7, intensity 6 weak), as well as the status of rock bonding methods. Additionally, many photographs of construction sites are also presented. [Contents] - Report on the tracking investigation of construction performance sites near the epicenter (western Tottori earthquake) - Report on the tracking investigation of construction performance sites around the epicenter (Geiyo earthquake) - DK Bond method rock bonding rockfall prevention work - Fundamental principles of rock bonding methods - Achievements of the rock bonding DK Bond method *For more details, please refer to the PDF document or feel free to contact us.

    Other earthworks, foundation works, and exterior floorsEarthquake-resistant construction methodothers
2019-12-27_10h14_35.png

[Data] DK Bond Method Construction Performance Site Investigation Record (Western Tottori Prefecture, Geiyo)

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2019-12-27_10h14_35.png
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[Data] DK Bond Method Construction Performance Site Investigation Record (Western Tottori Prefecture - Geiyo)

[Data] DK Bond Method Construction Performance Site Investigation Record (Western Tottori Prefecture - Geiyo)

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Stone wall (stone masonry) repair construction results

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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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