Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
ROAD SURFACE LINING UNIT AND ROAD SURFACE LINING METHOD
To provide a road surface lining unit capable of further improving the workability of construction performed by forming an excavated groove on a road surface.SOLUTION: A road surface lining unit 1 is used for road surface lining work of underground construction performed by forming an excavated groove on a road surface. The road surface lining unit 1 includes right and left earth retaining members 10 arranged in right and left side parts in the width direction of an excavated groove B and respectively extending in the extending direction of the excavated groove, and an earth retaining end member 20 arranged in an end part in the extending direction of the excavated groove, extending in the width direction of the excavated groove and supporting one end part of a lining plate 40 from below. The earth retaining member 10 is installed on a groove bottom part B2 formed in a side part in the width direction of the excavated groove, and is arranged along a groove side part B1 formed in the side part. The earth retaining end member 20 is installed on the right and left earth retaining members 10, arranged along a groove side part B5 formed in an end part in the extending direction of the excavated groove, and provided in a state of floating from a groove bottom part B4 of the excavated groove.SELECTED DRAWING: Figure 1
【課題】路面に掘削溝を形成して行う工事の作業性をより高めることが可能な路面覆工ユニットを提供する。【解決手段】路面覆工ユニット１は、路面に掘削溝を形成して行う地下工事の路面覆工作業に用いられる。路面覆工ユニット１は、掘削溝Ｂの幅方向の左右側方部分に配置され、掘削溝の延出方向にそれぞれ延びている左右の山留め部材１０と、掘削溝の延出方向の端部分に配置され、掘削溝の幅方向に延びており、覆工板４０の一端部を下方から支持する山留め端部部材２０と、を備えている。山留め部材１０は、掘削溝の幅方向の側方部分に形成された溝底部Ｂ２上に設置され、当該側方部分に形成された溝側部Ｂ１に沿って配置されている。山留め端部部材２０は、左右の山留め部材１０上に設置され、掘削溝の延出方向の端部分に形成された溝側部Ｂ５に沿って配置され、掘削溝の溝底部Ｂ４から浮かせた状態で設けられる。【選択図】図１
ROAD SURFACE LINING UNIT AND ROAD SURFACE LINING METHOD
To provide a road surface lining unit capable of further improving the workability of construction performed by forming an excavated groove on a road surface.SOLUTION: A road surface lining unit 1 is used for road surface lining work of underground construction performed by forming an excavated groove on a road surface. The road surface lining unit 1 includes right and left earth retaining members 10 arranged in right and left side parts in the width direction of an excavated groove B and respectively extending in the extending direction of the excavated groove, and an earth retaining end member 20 arranged in an end part in the extending direction of the excavated groove, extending in the width direction of the excavated groove and supporting one end part of a lining plate 40 from below. The earth retaining member 10 is installed on a groove bottom part B2 formed in a side part in the width direction of the excavated groove, and is arranged along a groove side part B1 formed in the side part. The earth retaining end member 20 is installed on the right and left earth retaining members 10, arranged along a groove side part B5 formed in an end part in the extending direction of the excavated groove, and provided in a state of floating from a groove bottom part B4 of the excavated groove.SELECTED DRAWING: Figure 1
【課題】路面に掘削溝を形成して行う工事の作業性をより高めることが可能な路面覆工ユニットを提供する。【解決手段】路面覆工ユニット１は、路面に掘削溝を形成して行う地下工事の路面覆工作業に用いられる。路面覆工ユニット１は、掘削溝Ｂの幅方向の左右側方部分に配置され、掘削溝の延出方向にそれぞれ延びている左右の山留め部材１０と、掘削溝の延出方向の端部分に配置され、掘削溝の幅方向に延びており、覆工板４０の一端部を下方から支持する山留め端部部材２０と、を備えている。山留め部材１０は、掘削溝の幅方向の側方部分に形成された溝底部Ｂ２上に設置され、当該側方部分に形成された溝側部Ｂ１に沿って配置されている。山留め端部部材２０は、左右の山留め部材１０上に設置され、掘削溝の延出方向の端部分に形成された溝側部Ｂ５に沿って配置され、掘削溝の溝底部Ｂ４から浮かせた状態で設けられる。【選択図】図１
ROAD SURFACE LINING UNIT AND ROAD SURFACE LINING METHOD
路面覆工ユニット及び路面覆工方法
NISHIYAMA TAKESHI (Autor:in)
17.01.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E01C
Bau von Straßen, Sportplätzen oder dgl., Decken dafür
,
CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE
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