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A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF RETAINING WALL AND RETAINING WALL
PROBLEM TO BE SOLVED: To satisfactory reinforce the ground and retaining wall.SOLUTION: The construction method of retaining wall is a method to construct a retaining wall 50 along a plane to be reinforced of the ground (for example, an inclined plane 3) by piling a step structure 51 in plural steps. The step structure 51 of the respective steps includes: a cell assembly 2 of plural flexible cell structures 1 which are arranged in a honeycomb shape and integrated with each other; and a filling material 8 which is filled in the respective cell structures 1 of the cell assembly 2. The construction method includes the steps of: reinforcing the ground by embedding a rod-like ground reinforcement member 100 in the ground; and constructing the retaining wall 50 so that the ground reinforcement member 100 is connected to the retaining wall.
【課題】地山及び擁壁を十分に補強する。【解決手段】擁壁の構築工法は、段構造体５１を複数段に積層することによって地山の補強対象面（例えば傾斜面３）に沿って擁壁５０を構築する工法である。各段の段構造体５１は、ハニカム状に配列され且つ互いに一体化された可撓性の複数のセル構造体１からなるセル集合体２と、セル集合体２の各セル構造体１内に充填された中詰材８と、を有する。この工法は、地山に棒状の地山補強材１００を埋設することによって地山を補強する工程と、地山補強材１００が擁壁に連結されるように擁壁５０を構築する工程と、を含む。【選択図】図１
CONSTRUCTION METHOD OF RETAINING WALL AND RETAINING WALL
PROBLEM TO BE SOLVED: To satisfactory reinforce the ground and retaining wall.SOLUTION: The construction method of retaining wall is a method to construct a retaining wall 50 along a plane to be reinforced of the ground (for example, an inclined plane 3) by piling a step structure 51 in plural steps. The step structure 51 of the respective steps includes: a cell assembly 2 of plural flexible cell structures 1 which are arranged in a honeycomb shape and integrated with each other; and a filling material 8 which is filled in the respective cell structures 1 of the cell assembly 2. The construction method includes the steps of: reinforcing the ground by embedding a rod-like ground reinforcement member 100 in the ground; and constructing the retaining wall 50 so that the ground reinforcement member 100 is connected to the retaining wall.
【課題】地山及び擁壁を十分に補強する。【解決手段】擁壁の構築工法は、段構造体５１を複数段に積層することによって地山の補強対象面（例えば傾斜面３）に沿って擁壁５０を構築する工法である。各段の段構造体５１は、ハニカム状に配列され且つ互いに一体化された可撓性の複数のセル構造体１からなるセル集合体２と、セル集合体２の各セル構造体１内に充填された中詰材８と、を有する。この工法は、地山に棒状の地山補強材１００を埋設することによって地山を補強する工程と、地山補強材１００が擁壁に連結されるように擁壁５０を構築する工程と、を含む。【選択図】図１
CONSTRUCTION METHOD OF RETAINING WALL AND RETAINING WALL
擁壁の構築工法および擁壁
KOJIMA KENICHI (author) / MATSUMARU TAKAKI (author) / OKAMOTO MASAHIRO (author) / YAZAKI SUMIO (author) / YOKOTA KOICHI (author) / OUCHI KIMIYASU (author) / OTA AKIHIKO (author) / HARADA MICHIYUKI (author)
2015-09-07
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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