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REINFORCEMENT DRAINAGE DEVICE OF RETAINING WALL, AND REINFORCEMENT DRAINAGE METHOD OF RETAINING WALL
To provide a reinforcement drainage device which can improve a reinforcement function and a drainage function of a retaining wall.SOLUTION: A reinforcement drainage device 12 of a retaining wall, which has a drain pipe 14 arranged from outside C1 of a retaining wall 10 to inside of soil 11, a wall part 25 provided at a tip of the drain pipe 14, and a drain hole 23 provided so as to penetrate through the drain pipe 14 in a radial direction, has: a pulling member inserted to the drain pipe 14 and pulling the wall part 25; a third constitution part 22 provided in the drain pipe 14; a connection hole 26 provided in the wall part 25; and a pressure feed pipe 17 for feeding a mortar capsule 27 into an internal space B1 of the third constitution part 22, wherein a full length of the pressure feed pipe 17 has a full length from the outside C1 of the retaining wall 10 to the internal space B1 of the third constitution part 22, an inner diameter φ1 of the pressure feed pipe 17 is larger than an inner diameter φ2 of the connection hole 26 and is larger than an outer diameter φ5 of the mortar capsule 27, and the inner diameter φ2 of the connection hole 26 is smaller than the outer diameter φ5 of the mortar capsule 27.SELECTED DRAWING: Figure 6
【課題】擁壁の補強機能及び排水機能を向上させることの可能な補強排水装置を提供する。【解決手段】擁壁10の外部C1から土壌11の内部に亘って配置されるドレーンパイプ14と、ドレーンパイプ14の先端に設けられた壁部25と、ドレーンパイプ14を径方向に貫通して設けられた排水孔23と、を有する擁壁の補強排水装置12において、ドレーンパイプ14に挿入され、かつ、壁部25を引っ張る引っ張り部材と、ドレーンパイプ14に設けられた第3構成部22と、壁部25に設けられた接続孔26と、第3構成部22の内部空間B1へモルタルカプセル27を送り込む圧送パイプ17と、を有し、圧送パイプ17の全長は、擁壁10の外部C1から第3構成部22の内部空間B1に至る全長を有し、圧送用パイプ17の内径φ1は、接続孔26の内径φ2より大きく、かつ、モルタルカプセル27の外径φ5より大きく、接続孔26の内径φ2は、モルタルカプセル27の外径φ5より小さい。【選択図】図6
REINFORCEMENT DRAINAGE DEVICE OF RETAINING WALL, AND REINFORCEMENT DRAINAGE METHOD OF RETAINING WALL
To provide a reinforcement drainage device which can improve a reinforcement function and a drainage function of a retaining wall.SOLUTION: A reinforcement drainage device 12 of a retaining wall, which has a drain pipe 14 arranged from outside C1 of a retaining wall 10 to inside of soil 11, a wall part 25 provided at a tip of the drain pipe 14, and a drain hole 23 provided so as to penetrate through the drain pipe 14 in a radial direction, has: a pulling member inserted to the drain pipe 14 and pulling the wall part 25; a third constitution part 22 provided in the drain pipe 14; a connection hole 26 provided in the wall part 25; and a pressure feed pipe 17 for feeding a mortar capsule 27 into an internal space B1 of the third constitution part 22, wherein a full length of the pressure feed pipe 17 has a full length from the outside C1 of the retaining wall 10 to the internal space B1 of the third constitution part 22, an inner diameter φ1 of the pressure feed pipe 17 is larger than an inner diameter φ2 of the connection hole 26 and is larger than an outer diameter φ5 of the mortar capsule 27, and the inner diameter φ2 of the connection hole 26 is smaller than the outer diameter φ5 of the mortar capsule 27.SELECTED DRAWING: Figure 6
【課題】擁壁の補強機能及び排水機能を向上させることの可能な補強排水装置を提供する。【解決手段】擁壁10の外部C1から土壌11の内部に亘って配置されるドレーンパイプ14と、ドレーンパイプ14の先端に設けられた壁部25と、ドレーンパイプ14を径方向に貫通して設けられた排水孔23と、を有する擁壁の補強排水装置12において、ドレーンパイプ14に挿入され、かつ、壁部25を引っ張る引っ張り部材と、ドレーンパイプ14に設けられた第3構成部22と、壁部25に設けられた接続孔26と、第3構成部22の内部空間B1へモルタルカプセル27を送り込む圧送パイプ17と、を有し、圧送パイプ17の全長は、擁壁10の外部C1から第3構成部22の内部空間B1に至る全長を有し、圧送用パイプ17の内径φ1は、接続孔26の内径φ2より大きく、かつ、モルタルカプセル27の外径φ5より大きく、接続孔26の内径φ2は、モルタルカプセル27の外径φ5より小さい。【選択図】図6
REINFORCEMENT DRAINAGE DEVICE OF RETAINING WALL, AND REINFORCEMENT DRAINAGE METHOD OF RETAINING WALL
擁壁の補強排水装置、及び擁壁の補強排水工法
ISONISHI YOGO (author)
2023-12-14
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
Retaining wall drainage method and retaining wall drainage system
European Patent Office | 2021
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