KR200271591Y1 - Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land - Google Patents
Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land Download PDFInfo
- Publication number
- KR200271591Y1 KR200271591Y1 KR2020010038814U KR20010038814U KR200271591Y1 KR 200271591 Y1 KR200271591 Y1 KR 200271591Y1 KR 2020010038814 U KR2020010038814 U KR 2020010038814U KR 20010038814 U KR20010038814 U KR 20010038814U KR 200271591 Y1 KR200271591 Y1 KR 200271591Y1
- Authority
- KR
- South Korea
- Prior art keywords
- road
- rainwater
- wing wall
- slope
- drain pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Sewage (AREA)
Abstract
본 고안은 도로 인접 지역 비탈면의 우수를 배수처리하도록 비탈면에 설치된 배수관과 측구의 접속부위에 설치되는 집수거 구조물로서, 배수관 접속부(52)가 형성된 날개벽(51a)과 측구(20)로 저류된 우수를 배출하기 위한 배출구(53)가 형성된 날개벽(51b) 및 이들 사이의 사각 날개벽(51c)으로 이루어진다. 본 고안의 집수거 구조물을 설치함으로써 집중 호우시에도 우수를 저류시킨후 분산시켜 원활하게 배수하게 되므로 도로 인접부위의 우수가 도로에 유입하는 것을 차단할 수 있으며 배수 처리시 유속이 감소되므로 우수에 의한 토사 유출을 방지할 수 있다.The present invention is a collection structure installed at the connection portion of the drain pipe and the side port installed on the slope to drain the rainwater on the slope of the adjacent road area, the rainwater stored in the wing wall (51a) and the side port 20 in which the drain pipe connection portion 52 is formed It consists of a wing wall (51b) formed with a discharge port 53 for discharging and a rectangular wing wall (51c) therebetween. By installing the collection structure of the present invention, the rainwater is stored and distributed even during heavy rains so that it can be drained smoothly. Therefore, the rainwater at the adjacent part of the road can be prevented from entering the road. Spills can be prevented.
Description
본 고안은 고속도로를 비롯한 도로 양측 비탈면으로부터 집수된 우수를 V형 측구와 같은 측구(側溝)로 배수하는 부위에 설치되는 집수거(集水渠) 구조물에 관한 것으로, 특히 도로 인접 지역의 우수등을 측구로 신속하고 원활하게 유도하기 위한 집수거 구조물에 관한 것이다.The present invention relates to a water collecting structure installed at a site for draining rainwater collected from both side slopes of a road including a highway to a side mouth such as a V-shaped mouth. The present invention relates to a collection structure for guiding a furnace quickly and smoothly.
종래 고속도로나 지방도로와 같은 도로의 가장자리 비탈면(5)이나 산마루에 내린 빗물은 도 1 도시와 같이 설치된 배수관(10)이나 도수로를 통해 측구(20)로 배수되어 도로의 노면으로 유입하는 것을 차단하도록 이루어져 있었다.Rainwater falling on the edge slope 5 or the ridge of the road, such as a conventional highway or rural road is drained to the side opening 20 through the drain pipe 10 or the waterway installed as shown in Figure 1 to block the inflow to the road surface of the road Consisted.
그러나 이러한 구조의 도로 인접부의 배수 시설에서는 집중 호우시를 비롯한 강우시 빗물이 도로로 유입하여 운전자의 안전 운행을 위협할 뿐만 아니라 지하수로 유입하여 지반 지지력을 약화시켜 도로 손상을 야기하거나 토사 유출을 야기하여 도로의 기능을 저해하는 등의 여러 문제가 발생하였다.However, in the drainage facility near the road, the rainwater, including heavy rains, enters the road and threatens the driver's safe operation, and it enters the groundwater and weakens the bearing capacity of the ground, causing road damage or soil leakage. Several problems occurred, such as impaired the function of.
본 고안은 전술한 문제점을 해결하기 위해 안출된 것으로써, 우수의 도로 유입을 차단하여 도로 기능을 보존하고 우수의 지층으로의 유입을 차단하여 지반 붕괴를 방지할 수 있는 도로 인접부위의 배수용 집수거 구조물을 제공함에 그 목적이 있다.The present invention has been devised to solve the above problems, the drainage house in the adjacent area of the road that can prevent the ground collapse by blocking the inflow of rainwater road to preserve the road function and block the inflow to the rainwater layer The purpose is to provide a collection structure.
도 1은 종래 사용중인 도로 인접부위의 배수 구조를 도시한 도면,1 is a view showing a drainage structure of a road adjacent portion in use in the prior art,
도 2는 본 고안에 따른 비탈면의 배수관과 측구 접속부위에 설치한 집수거 구조물을 도시한 도면,Figure 2 is a view showing a collection structure installed on the drainage pipe and the side port connection portion of the slope according to the present invention,
도 3은 접속부가 설치된 날개벽을 도시한 도면,3 is a view showing a wing wall provided with a connecting portion,
도 4는 배출구가 설치된 날개벽을 도시한 도면이다.4 is a view showing a wing wall in which the discharge port is installed.
***도면의 주요 부분에 대한 부호의 설명****** Description of the symbols for the main parts of the drawings ***
10: 배수관 20: 측구10: drain pipe 20: side opening
51: 날개벽 52: 접속부51: wing wall 52: connection portion
53: 배출구 60: 바닥면53: outlet 60: bottom
상기와 같은 목적을 달성하기 위하여 본 고안의 집수거 구조물은, 도로 인접 지역 비탈면의 우수를 배수처리하도록 비탈면에 매설된 배수관과 측구의 접합부위에 설치되는 저류구 구조물로서, 배수관 접속부가 형성된 날개벽과 측구로 저류된 우수를 배출하기 위한 배출구가 형성된 날개벽 및 이들 사이의 사각 날개벽으로 이루어진다.In order to achieve the above object, the collection structure of the present invention is a storage structure which is installed at the junction of the drain pipe and the side port buried in the slope to drain the rainwater on the slope of the adjacent road, and the wing wall and the side port on which the drain pipe connection part is formed. It consists of a wing wall formed with a discharge port for discharging rainwater stored in the furnace and a rectangular wing wall therebetween.
이하, 첨부된 도면을 참조하여 본 고안의 바람직한 실시예를 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the present invention.
도 2는 본 고안에 따른 도로 인접부위의 배수용 집수거 구조물을 도시한 도면인데, 비탈면에 설치된 배수관과 V형 측구의 접속부위에 시공한다.Figure 2 is a view showing the water collecting structure for the drainage of the adjacent portion of the road according to the present invention, it is constructed in the connection portion of the drain pipe and the V-shaped port installed on the slope.
도 2 도시와 같이, 본 고안의 일 실시예로서의 집수거 구조물(50)은 육각형상으로 시공되는데, 바닥면(60)은 콘크리트를 타설하여 시공하며, 도 3 도시와 같이 구조물을 구성하는 6개의 날개벽(51) 중에서 비탈면(5)에 설치된 배수관(10)과의 접속부위의 날개벽(51a)에는 배수관 접속부(52)가 설치되고, 도 4 도시와 같이, 측구(20)와의 접속부위의 날개벽(51b)은 측구(20)로 우수를 배출할 수 있도록 배출구(53)가 설치된다. 이들 날개벽(51a,51b) 사이에는 각각 날개벽(51c)이 시공된다.As shown in Figure 2, the collection structure 50 as an embodiment of the present invention is constructed in a hexagonal shape, the bottom surface 60 is constructed by pouring concrete, six wing walls constituting the structure as shown in FIG. The drain wall connection part 52 is provided in the wing wall 51a of the connection part with the drain pipe 10 provided in the slope 5 among the 51, and the wing wall 51b of the connection part with the side opening 20 as shown in FIG. ) Is a discharge port 53 is installed to discharge the rainwater to the side port (20). A wing wall 51c is constructed between these wing walls 51a and 51b, respectively.
본 고안에서 집수거 구조물은 공사 현장에서 콘크리트를 타설하여 시공하거나 사전 제작된 날개벽 벽체를 현장에서 조립하여 시공할 수 있고, 조립식 날개벽 벽체는 콘크리트 재질로 제작하는 외에 폐합성수지와 같은 합성수지로 제작할 수도있다.In the present design, the collection structure can be constructed by pouring concrete at the construction site or by prefabricating the prefabricated wing wall wall, and the prefabricated wing wall wall can be made of synthetic resin such as waste synthetic resin in addition to the concrete material. .
또한, 날개벽(51)의 높이는 측구(20)의 높이와 같게 설치함이 일반적이나 측구의 높이 보다 다소 높게 할 수도 있다.In addition, the height of the wing wall 51 is generally the same as the height of the side opening 20, but may be somewhat higher than the height of the side opening.
본 고안에서는 집수거 구조물이 상측이 개방된 형태로 예시되어 있으나 집수거 구조물(50)에 개폐식 뚜껑을 설치할 수도 있음은 자명하다.In the present invention, the collection structure is illustrated in the form of an open top, but it is apparent that the collection structure 50 may be provided with a retractable lid.
상기와 같이 비탈면에 매설된 배수관과 측구 접합부위에 집수거 구조물을 시공하거나 설치하면, 집중 호우시에도 우수를 저류시킨후 분산시켜 원활하게 배수하게 되므로 도로 인접부위의 우수가 도로에 유입하는 것을 차단할 수 있으며 배수 처리시 유속이 감소되므로 우수에 의한 토사 유출을 방지할 수 있다.If you install or install the collection structure on the drain pipe and side junctions buried in the slope as above, the rainwater can be prevented from flowing into the road because the rainwater is stored and distributed evenly during heavy rains. And since the flow rate is reduced during the drainage treatment, it is possible to prevent the soil outflow due to rainwater.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010038814U KR200271591Y1 (en) | 2001-12-15 | 2001-12-15 | Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010038814U KR200271591Y1 (en) | 2001-12-15 | 2001-12-15 | Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200271591Y1 true KR200271591Y1 (en) | 2002-04-12 |
Family
ID=73071655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020010038814U Expired - Fee Related KR200271591Y1 (en) | 2001-12-15 | 2001-12-15 | Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200271591Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20190132856A (en) * | 2018-05-21 | 2019-11-29 | 문광호 | Construction method for ultra eco-mat anchoring gutter |
-
2001
- 2001-12-15 KR KR2020010038814U patent/KR200271591Y1/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20190132856A (en) * | 2018-05-21 | 2019-11-29 | 문광호 | Construction method for ultra eco-mat anchoring gutter |
| KR102159178B1 (en) * | 2018-05-21 | 2020-09-23 | 문광호 | Construction method for ultra eco-mat anchoring gutter |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100984372B1 (en) | Structure of infiltration type for reducing spill of rain | |
| US7137755B2 (en) | Underground water retention apparatus | |
| JPH10102573A (en) | Percolating pit concurrently serving as storage tank | |
| JP4511077B2 (en) | Rainwater drainage treatment system | |
| JP2008267023A (en) | Rainwater storage system | |
| JP2002061105A (en) | Boundary water introducing groove block and waste water treatment structure in road | |
| KR200271591Y1 (en) | Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land | |
| KR200271590Y1 (en) | Rainfall Collecting Device Structure for Discharging Waters of Road Adjoining Land | |
| KR200224137Y1 (en) | Drainage for pollutant removal | |
| KR20210092524A (en) | street inlet for redution of flooding | |
| JPH0613870Y2 (en) | Rainwater infiltration | |
| JPS6233805Y2 (en) | ||
| KR100570462B1 (en) | Rainwater drainage sump and installation method | |
| KR200327756Y1 (en) | Draining structure of a road | |
| CN111877502A (en) | Drainage ditch system of sponge city | |
| KR200265885Y1 (en) | Rainwater collecting box for ditch under roadside | |
| JP4174348B2 (en) | Waterway block and waterway using the same | |
| JP2559319Y2 (en) | Road side gutter block body | |
| KR102789970B1 (en) | Street inlet for improving environment of crosswalk and constructing method thereof | |
| JP7499163B2 (en) | Water storage type drain and water storage type drain equipment using the same | |
| KR200338818Y1 (en) | Infiltration facilities for rain water drainage reduction | |
| JP2531441Y2 (en) | Rainwater infiltration basin | |
| JPH0340952Y2 (en) | ||
| KR200265332Y1 (en) | Water collection area for sewage disposal | |
| JPH0457815B2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| UA0108 | Application for utility model registration |
St.27 status event code: A-0-1-A10-A12-nap-UA0108 |
|
| UR1002 | Payment of registration fee |
St.27 status event code: A-2-2-U10-U11-oth-UR1002 Fee payment year number: 1 |
|
| REGI | Registration of establishment | ||
| UR0701 | Registration of establishment |
St.27 status event code: A-2-4-F10-F11-exm-UR0701 |
|
| UG1601 | Publication of registration |
St.27 status event code: A-4-4-Q10-Q13-nap-UG1601 |
|
| UR1001 | Payment of annual fee |
St.27 status event code: A-4-4-U10-U11-oth-UR1001 Fee payment year number: 2 |
|
| UR1001 | Payment of annual fee |
St.27 status event code: A-4-4-U10-U11-oth-UR1001 Fee payment year number: 4 |
|
| R18-X000 | Changes to party contact information recorded |
St.27 status event code: A-5-5-R10-R18-oth-X000 |
|
| UN2301 | Change of applicant |
St.27 status event code: A-5-5-R10-R13-asn-UN2301 St.27 status event code: A-5-5-R10-R11-asn-UN2301 |
|
| UR1001 | Payment of annual fee |
St.27 status event code: A-4-4-U10-U11-oth-UR1001 Fee payment year number: 5 |
|
| R18-X000 | Changes to party contact information recorded |
St.27 status event code: A-5-5-R10-R18-oth-X000 |
|
| UR1001 | Payment of annual fee |
St.27 status event code: A-4-4-U10-U11-oth-UR1001 Fee payment year number: 6 |
|
| UR1001 | Payment of annual fee |
St.27 status event code: A-4-4-U10-U11-oth-UR1001 Fee payment year number: 7 |
|
| FPAY | Annual fee payment |
Payment date: 20080318 Year of fee payment: 7 |
|
| UN2301 | Change of applicant |
St.27 status event code: A-5-5-R10-R13-asn-UN2301 St.27 status event code: A-5-5-R10-R11-asn-UN2301 |
|
| LAPS | Lapse due to unpaid annual fee | ||
| UC1903 | Unpaid annual fee |
St.27 status event code: A-4-4-U10-U13-oth-UC1903 Not in force date: 20090330 Payment event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE |
|
| R18-X000 | Changes to party contact information recorded |
St.27 status event code: A-5-5-R10-R18-oth-X000 |
|
| UC1903 | Unpaid annual fee |
St.27 status event code: N-4-6-H10-H13-oth-UC1903 Ip right cessation event data comment text: Termination Category : DEFAULT_OF_REGISTRATION_FEE Not in force date: 20090330 |
|
| R18-X000 | Changes to party contact information recorded |
St.27 status event code: A-5-5-R10-R18-oth-X000 |
|
| R18-X000 | Changes to party contact information recorded |
St.27 status event code: A-5-5-R10-R18-oth-X000 |
|
| UN2301 | Change of applicant |
St.27 status event code: A-5-5-R10-R13-asn-UN2301 St.27 status event code: A-5-5-R10-R11-asn-UN2301 |