KR200236594Y1 - A draining structure of a breast wall using a F.R.P pipe - Google Patents
A draining structure of a breast wall using a F.R.P pipe Download PDFInfo
- Publication number
- KR200236594Y1 KR200236594Y1 KR2020010009846U KR20010009846U KR200236594Y1 KR 200236594 Y1 KR200236594 Y1 KR 200236594Y1 KR 2020010009846 U KR2020010009846 U KR 2020010009846U KR 20010009846 U KR20010009846 U KR 20010009846U KR 200236594 Y1 KR200236594 Y1 KR 200236594Y1
- Authority
- KR
- South Korea
- Prior art keywords
- drainage
- retaining wall
- frp
- pipe
- perforated 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.)
- Ceased
Links
- 210000000481 breast Anatomy 0.000 title 1
- 230000006698 induction Effects 0.000 claims abstract description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 27
- 239000011151 fibre-reinforced plastic Substances 0.000 description 27
- 239000004745 nonwoven fabric Substances 0.000 description 6
- 238000004065 wastewater treatment Methods 0.000 description 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005056 compaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
본 고안은 도로 옹벽의 배수구조에 관한 것으로서, 상세하게는 토압에 의한 변형이 없는 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조에 관한 것이며, 옹벽(10)의 후면 하부에 다수개의 배수유도홀(13)이 하부에 형성된 FRP 유공관(11)을 FRP 연결관(14)으로 다수개 연결하여 설치하고, 배수용 골재(12)를 3-4m 간격으로 수직채움하는 것을 특징으로 한다.The present invention relates to a drainage structure of a road retaining wall, and more particularly, to a drainage treatment structure using an FRP perforated pipe of a road retaining wall without deformation due to earth pressure, and a plurality of drainage induction holes 13 in a lower rear side of the retaining wall 10. ) Is installed by connecting a plurality of FRP perforated pipes (11) formed in the lower portion to the FRP connecting pipes (14), and vertically fill the drainage aggregates 12 at intervals of 3-4 m.
Description
본 고안은 도로 옹벽의 배수구조에 관한 것으로서, 상세하게는 토압에 의한변형이 없는 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조에 관한 것이다.The present invention relates to a drainage structure of a road retaining wall, and more particularly, to a drainage structure using an FRP perforated pipe of a road retaining wall without deformation due to earth pressure.
기존의 도로 옹벽은 배수처리를 위하여 골재를 부직포로 싸는 방식이나 시공상 골재의 양의 조절 및 뒷채움 미흡으로 배수의 재역할을 하지 못하게 되어 과다수압이 발생되고 심할 경우에는 옹벽의 전도현상까지 발생되기도 한다.Existing road retaining walls are not covered with aggregates of non-woven fabric for drainage treatment, or they do not play a role in drainage due to the lack of backfilling and control of aggregates in construction. do.
기존의 도로 옹벽의 배수구조는 도 1에 도시되어 있는데, 옹벽(1)에 다수개의 배수파이프(2)를 설치하고 상기 배수파이프(2)가 시작되는 곳에 골재를 넣은 부직포(3)를 설치하여 구성한다.The drainage structure of the existing road retaining wall is shown in FIG. 1, by installing a plurality of drain pipes 2 on the retaining wall 1 and installing a nonwoven fabric 3 in which aggregate is inserted where the drain pipe 2 starts. Configure.
전술한 바와 같이 이런 배수구조는 부직포(3)에 넣는 골재의 양을 정확하게 조절하기 힘들고, 다짐불량등으로 인하여 침하현상이 발생하여 상기 부직포(3)가 배수파이프(2)의 시작점에서 멀어져 배수의 제 역할을 하지 못하는 문제점이 있었다.As described above, such a drainage structure is difficult to accurately control the amount of aggregates put into the nonwoven fabric 3, and settlement occurs due to poor compaction, such that the nonwoven fabric 3 moves away from the start point of the drainage pipe 2 There was a problem that does not work.
본 고안은 전술한 문제점을 해결하기 위하여 고안한 것으로서, 옹벽에 설치하는 배수파이프를 제거하고 옹벽 뒷편 하측에 FRP 유공관을 설치하여, 상기 FRP 유공관을 통하여 배수되도록 하게 하여 일일이 배수파이프에 정확한 양의 골재를 부직포로 싸서 설치하여야 하는 불편함을 제거하고자 하는 목적을 가지고 있다.The present invention is devised to solve the above problems, by removing the drain pipe installed on the retaining wall and installing the FRP perforated pipe on the lower side of the retaining wall, so that it is drained through the FRP perforated pipe so that the exact amount of aggregate in the drain pipe. Has the purpose to eliminate the inconvenience of installing wrapped in a non-woven fabric.
본 고안은 전술한 목적을 달성하기 위하여 도로 옹벽의 배수처리 구조에 있어서, 옹벽의 후면 하부에 다수개의 배수유도홀이 하부에 형성된 FRP 유공관을 FRP 연결관으로 다수개 연결하여 설치하고, 배수용 골재를 3-4m 간격으로 수직채움하는 것을 특징으로 하는 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조를 제공한다.The present invention in the drainage treatment structure of the road retaining wall in order to achieve the above object, is installed by connecting a plurality of FRP perforated pipe formed in the lower portion of the rear wall of the retaining wall in the lower portion by FRP connector, aggregate for drainage It provides a drainage structure using the FRP perforated pipe of the road retaining wall, characterized in that the vertical filling at intervals of 3-4m.
도 1은 종래의 옹벽 배수처리 구조를 도시한 도면.1 is a view showing a conventional retaining wall drainage structure.
도 2는 본 고안의 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조를 도시한 수직 단면도.Figure 2 is a vertical cross-sectional view showing the wastewater treatment structure using the FRP perforated pipe of the road retaining wall of the present invention.
도 3은 본 고안의 FRP 유공관을 도시한 도면.Figure 3 is a view showing an FRP perforated tube of the present invention.
도 4는 본 고안의 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조의 사시도.Figure 4 is a perspective view of the wastewater treatment structure using the FRP perforated pipe of the road retaining wall of the present invention.
< 도면의 주요 부분에 대한 부호의 간단한 설명 ><Brief description of symbols for the main parts of the drawings>
1 : 옹벽 2 : 배수파이프1: retaining wall 2: drainage pipe
3 : 부직포 10 : 옹벽3: nonwoven fabric 10: retaining wall
11 : 배수용 골재 12 : FRP 유공관11: drainage aggregate 12: FRP perforated pipe
13 : 배수유도홀 14 : FRP 연결관13: drain induction hole 14: FRP connector
이하 첨부된 도면을 참조하여 본 고안의 구성을 상세히 설명하면 다음과 같다.Referring to the configuration of the present invention in detail with reference to the accompanying drawings as follows.
도 2는 본 고안의 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조의 수직단면을 도시하고 있는데, 배수파이프를 설치하지 않은 옹벽(10)의 기초부의 내측 상면에 FRP 유공관(11)을 수평으로 설치하고, 배수용 골재(12)를 3-4m 간격으로 수직으로 채워 넣는다.Figure 2 shows a vertical cross-section of the wastewater treatment structure using the FRP perforated pipe of the road retaining wall of the present invention, the FRP perforated pipe 11 is installed horizontally on the inner upper surface of the base of the retaining wall 10 without the drain pipe Fill the drainage aggregates 12 vertically at 3-4 m intervals.
도 3에는 본 고안의 FRP 유공관을 도시되어 있는데, FRP(섬유강화 플라스틱)로 만든 원통형 몸체의 하측으로 다수개의 배수유도홀(13)을 천공하여 형성한다. 이러한 FRP 유공관(11)은 다수개가 원통형으로 형성된 FRP 연결관(14)으로 연결부위를 끼워 결합한다.3 shows an FRP perforated pipe of the present invention, which is formed by drilling a plurality of drainage guide holes 13 into the lower side of a cylindrical body made of FRP (fiber-reinforced plastic). The FRP perforated pipe 11 is coupled to the fitting portion by the FRP connecting pipe 14 formed in a plurality of cylindrical.
도 4는 본 고안의 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조를 부분 사시도로 나타낸 도면으로서, FRP 연결관(14)으로 다수개의 FRP 유공관(11)을 연결하여 옹벽(10)의 내측 하부에 배수유도홀(13)이 아래로 가도록 설치하고, 배수용 골재(12)를 3-4m 간격으로 수직채움을 실시하여 본 고안의 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조를 완성한다.4 is a partial perspective view of the wastewater treatment structure using the FRP perforated pipe of the road retaining wall of the present invention, by connecting a plurality of FRP perforated pipes 11 to the FRP connecting pipe 14 to drain the inner bottom of the retaining wall 10 The guide hole 13 is installed to go down, and the drainage aggregate 12 is vertically filled at intervals of 3-4 m to complete the drainage treatment structure using the FRP perforated pipe of the road retaining wall of the present invention.
이와같이 완성된 도로 옹벽의 FRP 유공관을 이용한 배수처리 구조에서 보면 수직채움된 배수용 골재(12)를 통하여 하부로 내려온 물이 FRP 유공관(11)의 배수 유도홀(13)을 통하여 FRP 유공관(11)을 따라 배수가되는 구조이다.In the drainage treatment structure using the FRP perforated pipe of the road retaining wall completed as described above, the water descending through the vertically filled drainage aggregate 12 is discharged through the drainage guide hole 13 of the FRP perforated pipe 11 through the FRP perforated pipe 11. Along the drainage structure.
이러한 구조에서 FRP 유공관은 시공상 설치가 간단하고 녹발생이 없는 반영구적인 재질로서 강도가 매우 강하여 토압에 의한 변형이 없어서 과다수압이 발생하지 않는다.In this structure, the FRP perforated pipe is a semi-permanent material with simple installation and no rust.
본 고안은 전술한 바와 같이 FRP 유공관을 사용하여 토압에 의하여 변형이 일어나지 않고, 부식이 되지 않는 재질이므로 수분에 의한 녹발생의 염려가 없어서 반영구적으로 사용할 수 있는 효과가 있다.The present invention has the effect that can be used semi-permanently because there is no fear of rust caused by moisture because the material does not deform by the earth pressure using the FRP perforated pipe as described above.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010009846U KR200236594Y1 (en) | 2001-04-09 | 2001-04-09 | A draining structure of a breast wall using a F.R.P pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2020010009846U KR200236594Y1 (en) | 2001-04-09 | 2001-04-09 | A draining structure of a breast wall using a F.R.P pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200236594Y1 true KR200236594Y1 (en) | 2001-10-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020010009846U Ceased KR200236594Y1 (en) | 2001-04-09 | 2001-04-09 | A draining structure of a breast wall using a F.R.P pipe |
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| Country | Link |
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| KR (1) | KR200236594Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100402435B1 (en) * | 2001-05-23 | 2003-10-22 | 주식회사유신코퍼레이션 | An establishment preventing a soil outflow for a concreted wall |
-
2001
- 2001-04-09 KR KR2020010009846U patent/KR200236594Y1/en not_active Ceased
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100402435B1 (en) * | 2001-05-23 | 2003-10-22 | 주식회사유신코퍼레이션 | An establishment preventing a soil outflow for a concreted wall |
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