A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCED SOIL WALL STRUCTURE AND REINFORCED SOIL WALL METHOD
PROBLEM TO BE SOLVED: To provide a reinforced soil wall structure and a reinforced soil wall method, which can definitely hold a retaining wall without using piles.SOLUTION: A reinforced soil wall structure forms a retaining wall 1 by laminating wall surface materials and reinforces a soil wall G by the retaining wall 1. The wall surface material is formed of geocells, which are made by joining multiple substantially belt-like belt members at predetermined interval while separating the belt members away from each other at non-joint sections so as to form a sediment holding part for holding the sediment. The reinforced soil wall structure has a first wall part 3, which is formed by vertically laminating the geocells on a front surface side, and a second wall part 4 on which the geocells are vertically disposed away from each other on a rear side of the first wall part.SELECTED DRAWING: Figure 1
【課題】杭を使用せずに擁壁を確実に拘束できる補強土壁構造及び補強土壁工法を提供する。【解決手段】壁面材を積層させて擁壁１を形成し、擁壁１により土壁Ｇを補強する補強土壁構造であって、壁面材は、複数の略帯状をなす帯部材が所定間隔毎に接合されて形成され、帯部材同士の非接合部位が互いに離間されることで土砂を拘束する土砂拘束部を形成できるジオセルで構成され、表面側にジオセルを上下に積層して形成される第１壁部３と、第１壁部の後部側にジオセルを上下に離間して配設される第２壁部４と、を備える【選択図】図１
REINFORCED SOIL WALL STRUCTURE AND REINFORCED SOIL WALL METHOD
PROBLEM TO BE SOLVED: To provide a reinforced soil wall structure and a reinforced soil wall method, which can definitely hold a retaining wall without using piles.SOLUTION: A reinforced soil wall structure forms a retaining wall 1 by laminating wall surface materials and reinforces a soil wall G by the retaining wall 1. The wall surface material is formed of geocells, which are made by joining multiple substantially belt-like belt members at predetermined interval while separating the belt members away from each other at non-joint sections so as to form a sediment holding part for holding the sediment. The reinforced soil wall structure has a first wall part 3, which is formed by vertically laminating the geocells on a front surface side, and a second wall part 4 on which the geocells are vertically disposed away from each other on a rear side of the first wall part.SELECTED DRAWING: Figure 1
【課題】杭を使用せずに擁壁を確実に拘束できる補強土壁構造及び補強土壁工法を提供する。【解決手段】壁面材を積層させて擁壁１を形成し、擁壁１により土壁Ｇを補強する補強土壁構造であって、壁面材は、複数の略帯状をなす帯部材が所定間隔毎に接合されて形成され、帯部材同士の非接合部位が互いに離間されることで土砂を拘束する土砂拘束部を形成できるジオセルで構成され、表面側にジオセルを上下に積層して形成される第１壁部３と、第１壁部の後部側にジオセルを上下に離間して配設される第２壁部４と、を備える【選択図】図１
REINFORCED SOIL WALL STRUCTURE AND REINFORCED SOIL WALL METHOD
補強土壁構造及び補強土壁工法
OKADA TSUTOMU (author) / ISHIKAWA TATSURO (author)
2017-10-26
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2018