Title:
RIGIDITY BY REINFORCEMENT AND REPLENISHMENT TO UNDERGROUND AND GROUND SURFACE
Document Type and Number:
Japanese Patent JP2019127752
Kind Code:
A
Abstract:
To provide a countermeasure in an excavation preventing and reducing vibration by making underground and ground surface rigid by improvement, reinforcement and replenishment with respect to installation and vibration of a building.SOLUTION: In one embodiment, a pile 10 is set in an excavation hole 3 for excavating in an excavation wall having a coating 5. Various matters such as soil, sand and stone 11 are inserted around the pile 10, and implantation, earth retaining and the like are performed by integrating the hole 3 with the inserted pile 10, to make it more intense. Setting and processing of the pile 10 makes underground and ground surface 1 rigid, and prevents breakdown and collapse of an aboveground construction. Any number of piles 10 can be inserted. A pile, a column, an iron frame, a net, soil, sand, stone, and the various materials, a structure, and the like are inserted and driven with materials, a method or a combination suitable for a stratum, to make the underground and ground surface 1 rigid.SELECTED DRAWING: Figure 8
Inventors:
MIZOGUCHI KYOKO
Application Number:
JP2018010072A
Publication Date:
August 01, 2019
Filing Date:
January 24, 2018
Export Citation:
Assignee:
KUMIKAWA TEKKOSHO KK
International Classes:
E02D17/10
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Foreign References:
US20170328171A1 | 2017-11-16 |