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TUNNEL TYPE RAINWATER RESERVOIR PERCOLATE SYSTEM AND ITS CONSTRUCTION METHOD
The present invention relates to a tunnel type rainwater storage and infiltration system and a construction method thereof, which reduce city flood damage caused by localized heavy rain by discharging initial rainwater and a part of rainwater flowing into a street inlet to a rainwater pipe, transferring the rainwater flowing into the street inlet to a tunnel type storage tank through an overflow pipe, and storing and infiltrating the rainwater into the ground; and enables construction without the disconnection of a tunnel type storage tank by receiving pipe obstructions, such as a gas tube, a wire tube, and a pipe tube on the installation line of the tunnel type storage tank, in a connection box and connecting the connection box to a tunnel box, thereby contributing to the prevention of city flood damage and flooding.
본 발명은, 빗물받이로 유입되는 초기 및 일부 빗물은 우수관으로 배출하고, 집중호우로 인해 빗물받이로 유입되는 빗물이 월류관을 통해 터널형 저류조로 이동 및 저류되어 지반으로 침투되도록 함으로써, 집중호우에 의한 도시침수피해를 줄일 수 있음은 물론 터널형 저류조의 설치선상에 가스관, 전선관, 파이프관 같은 관지장물은 연결박스로 수용하면서 터널박스와 연결하여 터널형 저류조가 단락되지 않도록 시공할 수 있으므로 도시침수피해 및 홍수예방에 일조할 수 있는 터널형 빗물 저류침투시스템 및 이의 시공방법에 관한 것이다.
TUNNEL TYPE RAINWATER RESERVOIR PERCOLATE SYSTEM AND ITS CONSTRUCTION METHOD
The present invention relates to a tunnel type rainwater storage and infiltration system and a construction method thereof, which reduce city flood damage caused by localized heavy rain by discharging initial rainwater and a part of rainwater flowing into a street inlet to a rainwater pipe, transferring the rainwater flowing into the street inlet to a tunnel type storage tank through an overflow pipe, and storing and infiltrating the rainwater into the ground; and enables construction without the disconnection of a tunnel type storage tank by receiving pipe obstructions, such as a gas tube, a wire tube, and a pipe tube on the installation line of the tunnel type storage tank, in a connection box and connecting the connection box to a tunnel box, thereby contributing to the prevention of city flood damage and flooding.
본 발명은, 빗물받이로 유입되는 초기 및 일부 빗물은 우수관으로 배출하고, 집중호우로 인해 빗물받이로 유입되는 빗물이 월류관을 통해 터널형 저류조로 이동 및 저류되어 지반으로 침투되도록 함으로써, 집중호우에 의한 도시침수피해를 줄일 수 있음은 물론 터널형 저류조의 설치선상에 가스관, 전선관, 파이프관 같은 관지장물은 연결박스로 수용하면서 터널박스와 연결하여 터널형 저류조가 단락되지 않도록 시공할 수 있으므로 도시침수피해 및 홍수예방에 일조할 수 있는 터널형 빗물 저류침투시스템 및 이의 시공방법에 관한 것이다.
TUNNEL TYPE RAINWATER RESERVOIR PERCOLATE SYSTEM AND ITS CONSTRUCTION METHOD
터널형 빗물 저류침투시스템 및 이의 시공방법
CHOI SANG HYUK (author) / CHOI MAN WOOK (author) / MIN KYUNG HWANG (author) / HONG JUN JIN (author)
2015-11-20
Patent
Electronic Resource
Korean
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