A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SOIL RETAINING WALL
To provide a self-standing soil retaining wall that can be applied to a construction target area having any ground conditions and construction conditions, and can be constructed around the construction target area in an attitude inclined with respect to the vertical plane so as to be led to the ground on the back side.SOLUTION: A self-standing soil retaining wall that can be constructed around a construction target area in an attitude inclined with respect to the vertical plane so as to be led to the ground on the back side comprises a front oblique wall arranged on the side of the construction target side, a rear oblique wall arranged parallel to each other with a space therebetween on the back side of the front oblique wall, a tether material that connects the rear oblique wall and the front oblique wall, and a connecting structure that covers a top end of a closed zone that is closed by both the front oblique wall and the rear oblique wall while rigidly connecting the vicinity of a top of the front oblique wall and the rear oblique wall. The front oblique wall and the rear oblique wall are connected to each other at least at a depth equal to or greater than the planned depth of the construction target area by the tether material.SELECTED DRAWING: Figure 1
【課題】いずれの地盤条件や施工条件を有する施工対象領域にも適用することが可能な、背面側の地山にもたれるよう鉛直面に対して傾斜した姿勢で、施工対象領域の周囲に構築される、自立式の土留め壁を提供する。【解決手段】背面側の地山にもたれるよう鉛直面に対して傾斜した姿勢で、施工対象領域の周囲に構築される、自立式の土留め壁であって、施工対象領域側に配置される前面斜め壁と、前面斜め壁の背面側に、間隔を設けて平行に配置される背面斜め壁と、背面斜め壁と前面斜め壁を連結するつなぎ材と、前面斜め壁と背面斜め壁との頂部近傍を剛結しつつ、両者によって締め切られる締め切り領域の天端を被覆する連結構造体と、を備え、前面斜め壁と背面斜め壁が、つなぎ材により、少なくとも前記施工対象領域の計画深さ以深で連結される。【選択図】図１
SOIL RETAINING WALL
To provide a self-standing soil retaining wall that can be applied to a construction target area having any ground conditions and construction conditions, and can be constructed around the construction target area in an attitude inclined with respect to the vertical plane so as to be led to the ground on the back side.SOLUTION: A self-standing soil retaining wall that can be constructed around a construction target area in an attitude inclined with respect to the vertical plane so as to be led to the ground on the back side comprises a front oblique wall arranged on the side of the construction target side, a rear oblique wall arranged parallel to each other with a space therebetween on the back side of the front oblique wall, a tether material that connects the rear oblique wall and the front oblique wall, and a connecting structure that covers a top end of a closed zone that is closed by both the front oblique wall and the rear oblique wall while rigidly connecting the vicinity of a top of the front oblique wall and the rear oblique wall. The front oblique wall and the rear oblique wall are connected to each other at least at a depth equal to or greater than the planned depth of the construction target area by the tether material.SELECTED DRAWING: Figure 1
【課題】いずれの地盤条件や施工条件を有する施工対象領域にも適用することが可能な、背面側の地山にもたれるよう鉛直面に対して傾斜した姿勢で、施工対象領域の周囲に構築される、自立式の土留め壁を提供する。【解決手段】背面側の地山にもたれるよう鉛直面に対して傾斜した姿勢で、施工対象領域の周囲に構築される、自立式の土留め壁であって、施工対象領域側に配置される前面斜め壁と、前面斜め壁の背面側に、間隔を設けて平行に配置される背面斜め壁と、背面斜め壁と前面斜め壁を連結するつなぎ材と、前面斜め壁と背面斜め壁との頂部近傍を剛結しつつ、両者によって締め切られる締め切り領域の天端を被覆する連結構造体と、を備え、前面斜め壁と背面斜め壁が、つなぎ材により、少なくとも前記施工対象領域の計画深さ以深で連結される。【選択図】図１
SOIL RETAINING WALL
土留め壁
FUKUMOTO KATSUJI (author) / SHIMADA YOICHI (author)
2018-11-01
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
| European Patent Office | 2018
SOIL RETAINING WALL CONSTRUCTION METHOD AND SOIL RETAINING WALL CONSTRUCTED BY THIS
European Patent Office | 2019
SOIL RETAINING WALL CONSTRUCTION METHOD AND SOIL RETAINING WALL CONSTRUCTED BY THIS
| European Patent Office | 2019