KR101111302B1 - Draining guiding apparatus for a drainpipe - Google Patents

Draining guiding apparatus for a drainpipe Download PDF

Info

Publication number
KR101111302B1
KR101111302B1 KR1020070078559A KR20070078559A KR101111302B1 KR 101111302 B1 KR101111302 B1 KR 101111302B1 KR 1020070078559 A KR1020070078559 A KR 1020070078559A KR 20070078559 A KR20070078559 A KR 20070078559A KR 101111302 B1 KR101111302 B1 KR 101111302B1
Authority
KR
South Korea
Prior art keywords
drain pipe
side wall
coupled
ribs
rainwater
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.)
Active
Application number
KR1020070078559A
Other languages
Korean (ko)
Other versions
KR20090014529A (en
Inventor
민승기
Original Assignee
민승기
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 민승기 filed Critical 민승기
Priority to KR1020070078559A priority Critical patent/KR101111302B1/en
Publication of KR20090014529A publication Critical patent/KR20090014529A/en
Application granted granted Critical
Publication of KR101111302B1 publication Critical patent/KR101111302B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B11/00—Drainage of soil, e.g. for agricultural purposes
    • E02B11/005—Drainage conduits

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

본 발명은 도로, 택지, 경작지 등을 조성하면서 형성되는 경사면에 매설되어 빗물울 배수하기 위한 배수관의 배수 유도장치에 관한 것으로서, 더 상세하게는 경사면을 타고 내려오는 빗물을 배수관으로 유도함으로써 하류지역의 피해를 줄여주는 배수 유도장치에 관한 발명이다.The present invention relates to a drainage induction apparatus for drainage pipes for draining rainwater by being embedded in slopes formed while forming roads, residential lands, farmland, etc. The present invention relates to a drainage induction device that reduces damage.

본 발명은 경사면(55)에 접하도록 설치되는 배수관(52)에 있어서, 상기 배수관(52)은 바닥면(63)의 양측에 각각 측벽면(61)이 형성되고, 상기 양측의 측벽면(61)에는 각각 안전리브(71)가 절곡 형성되며, 상기 일측 측벽면(61)의 안전리브(71)에는 유도대(70)의 결합리브(78)가 결합되며, 상기 배수관(52)의 길이방향 끝단에는 연결용 리브(54)가 형성되며, 상기 배수관(52) 일측벽면(61)과 이격되도록 분리판(90)을 결합하되, 상기 분리판(90)의 일측 끝단은 일측벽면(61)의 안전리브(71)와 유도대(70)의 결합리브(78) 사이에 결합되고, 타측 끝단은 바닥면(63)에 결합되도록 하여 상기 일측벽면(61)과 분리판(90) 사이에 이송공간(99)이 형성되며, 상기 분리판(90)의 상측에는 유입구(92)가 관통 형성되고, 하측에는 배출구(93)가 형성되는 것을 특징으로 한다.In the present invention, the drain pipe 52 is installed to contact the inclined surface 55, the drain pipe 52 is formed on both sides of the bottom surface 63, respectively, the side wall surface 61 is formed, the side wall surface 61 on both sides The safety ribs 71 are bent to each other, the safety ribs 71 of the side wall surface 61 is coupled to the coupling ribs 78 of the guide bar 70, the longitudinal direction of the drain pipe 52 A connecting rib 54 is formed at an end thereof, and the separating plate 90 is coupled to be spaced apart from the one side wall 61 of the drain pipe 52, and one end of the separating plate 90 is formed at one side of the wall 61. It is coupled between the safety ribs 71 and the coupling ribs 78 of the guide bar 70, the other end is coupled to the bottom surface 63 so as to transfer the space between the one side wall 61 and the separating plate 90 99 is formed, the inlet 92 is formed in the upper side of the separation plate 90, characterized in that the outlet 93 is formed in the lower side.

본 발명은 도로나 택지를 조성하면서 형성되는 경사면에 빗물과 함께 내려오는 토사와 자갈을 차단하거나 분리하여 배수관이 막히는 것을 예방함으로써, 빗물이 넘침으로 인해 주변 도로 및 시설물이 침하 훼손되는 것을 방지하는 효과가 있다.The present invention by blocking or separating the soil and gravel coming down with rainwater on the inclined surface formed while forming a road or residential land to prevent the drain pipe is blocked, the effect of preventing the damage to the surrounding roads and facilities due to overflowing rainwater There is.

비탈면, 유도벽, 걸름블럭, 유입구간 Slope, guide wall, filter block, inlet section

Description

배수관의 배수 유도장치{DRAINING GUIDING APPARATUS FOR A DRAINPIPE}Drain induction device of drain pipe {DRAINING GUIDING APPARATUS FOR A DRAINPIPE}

본 발명은 도로, 택지, 경작지 등을 조성하면서 형성되는 경사면에 매설되어 빗물울 배수하기 위한 배수관의 배수 유도장치에 관한 것으로서, 더 상세하게는 경사면을 타고 내려오는 빗물을 배수관으로 유도함으로써 하류지역의 피해를 줄여주는 배수 유도장치에 관한 발명이다.The present invention relates to a drainage induction apparatus for drainage pipes for draining rainwater by being embedded in slopes formed while forming roads, residential lands, farmland, etc. The present invention relates to a drainage induction device that reduces damage.

삭제delete

삭제delete

일반적으로 산업사회에서의 시공기술의 활용 및 택지가격의 고비용 등으로 투지의 사용이 세분화됨에 따른 경사지는 구릉지에 대한 활용과 아울러 지구의 환경 변화 등으로 잦은 국지적인 집중호우의 발생에 대한 피해를 줄여주는 친환경적인 배수의 구조에 대한 요구가 점점 높아지는 추세에 있는 것이다.
경지정리 또는 택지 또는 도로용으로 지표면을 절개하여 형성되는 경사면에는 배수관을 연속 반복 연결하여 매설함으로써, 경사면을 타고 흘러 내리는 빗물을 용이하게 배수할 수 있도록 한다. 따라서, 경사면 주변의 도로, 주거지 등의 안전을 제공하고 있다.
그러나, 종래와 같은 배수관은 집중호우 또는 태풍 등으로 인하여 폭우가 발생하여 한꺼번에 많은 빗물이 흐르는 경우 작은 크기의 토사와 자갈이 흘러내리게 된다.
이는 배수관으로 유입되어 퇴적됨으로써 배수관의 배수로가 막혀 배수기능이 불가능하게 되는 경우가 발생하고, 빗물이 배수관을 넘쳐 배수관 주변의 경작물이나 시설물이 훼손되는 등의 문제가 있었다.In general, the use of slopes due to the fragmentation of land due to the use of construction technology and the high cost of housing prices in the industrial society, and the damage caused by frequent local torrential rains due to changes in the environment of the earth There is a growing demand for environmentally friendly drainage structures.
The slopes formed by cutting the ground surface for arranging the land or land or roads are embedded by repeatedly connecting the drain pipes, so that rainwater flowing down the slopes can be easily drained. Therefore, safety of roads, dwellings, and the like around slopes is provided.
However, in the conventional drainage pipe, heavy rain occurs due to a heavy rain or a typhoon, and when a large amount of rainwater flows at the same time, soil and gravel of a small size flows down.
This is caused by the inflow and drainage of the drainage pipe is clogged drainage of the drainage pipe is not possible drainage function, the rain water overflows the drainage pipe and damaged the facilities and facilities around the drainage pipe.

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

본 발명은 빗물과 함께 경사면을 타고 흐르는 토사와 자갈이 배수관에 퇴적되는 것을 방지하여 빗물의 배수가 용이하도록 함으로써 주변 토지나 시설물을 보호하는데 목적이 있다.An object of the present invention is to protect the surrounding land or facilities by preventing the sediment and gravel flowing on the slope along with rainwater to be deposited in the drain pipe to facilitate drainage of the rainwater.

본 발명은 상기와 같은 목적을 위해 경사면(55)에 접하도록 설치되는 배수관(52)에 있어서, 상기 배수관(52)은 바닥면(63)의 양측에 각각 측벽면(61)이 형성되고, 상기 양측의 측벽면(61)에는 각각 안전리브(71)가 절곡 형성되며, 상기 일측 측벽면(61)의 안전리브(71)에는 유도대(70)의 결합리브(78)가 결합되며, 상기 배수관(52)의 길이방향 끝단에는 연결용 리브(54)가 형성되며, 상기 배수관(52) 일측벽면(61)과 이격되도록 분리판(90)을 결합하되, 상기 분리판(90)의 일측 끝단은 일측벽면(61)의 안전리브(71)와 유도대(70)의 결합리브(78) 사이에 결합되고, 타측 끝단은 바닥면(63)에 결합되도록 하여 상기 일측벽면(61)과 분리판(90) 사이에 이송공간(99)이 형성되며, 상기 분리판(90)의 상측에는 유입구(92)가 관통 형성되고, 하측에는 배출구(93)가 형성되는 것을 특징으로 한다.
본 발명의 일 실시예에 따르면, 상기 배수관(52)의 중도부에는 퇴적조(120)가 결합되고, 상기 퇴적조(120)에는 배출관(130)이 연결되는 것을 특징으로 한다.
본 발명의 일 실시예에 따르면, 상기 배수관(52)의 바닥면(63)에는 분리판(90)이 삽입 결합되도록 하기 위한 조립요홈(95)이 형성되는 것을 특징으로 한다.In the present invention, in the drain pipe 52 is installed in contact with the inclined surface 55 for the above purpose, the drain pipe 52 is formed on both sides of the bottom surface 63, the side wall surface 61 is formed, respectively Safety ribs 71 are bent on the side wall surfaces 61 on both sides, and the safety ribs 71 of the side wall surface 61 are coupled to the coupling ribs 78 of the guide bar 70. A connecting rib 54 is formed at the longitudinal end of the 52, and the separating plate 90 is coupled to be spaced apart from the one side wall 61 of the drain pipe 52, and one end of the separating plate 90 is formed. It is coupled between the safety rib 71 of the one side wall 61 and the coupling rib 78 of the guide bar 70, the other end is coupled to the bottom surface 63 so that the one side wall 61 and the separation plate ( The conveyance space 99 is formed between the 90, the inlet 92 is formed in the upper side of the separation plate 90, characterized in that the outlet 93 is formed in the lower side.
According to an embodiment of the present invention, the deposition tank 120 is coupled to the middle portion of the drain pipe 52, and the discharge tank 120 is characterized in that the discharge pipe 130 is connected.
According to an embodiment of the present invention, the bottom surface 63 of the drain pipe 52 is characterized in that the assembly groove 95 for inserting the separation plate 90 is formed.

본 발명은 도로나 택지를 조성하면서 형성되는 경사면에 빗물과 함께 내려오는 토사와 자갈을 차단하거나 분리하여 배수관이 막히는 것을 예방함으로써, 빗물이 넘침으로 인해 주변 도로 및 시설물이 침하 훼손되는 것을 방지하는 효과가 있다.The present invention by blocking or separating the soil and gravel coming down with rainwater on the inclined surface formed while forming a road or residential land to prevent the drain pipe is blocked, the effect of preventing the damage to the surrounding roads and facilities due to overflowing rainwater There is.

이하, 본 발명의 가장 바람직한 일 실시예의 구성을 첨부된 도면에 의거 상세히 설명하면 다음과 같다.
도로, 주거지 등의 안전을 제공하기 위하여 경사면(55)의 지표면에 배수관(52)을 매설한다.
배수관(52)은 바닥면(63)이 구비되고, 바닥면(63)의 양측에는 각각 측벽면(61)이 세워지며, 양측의 측벽면(61)에는 각각 안전리브(71)가 절곡 형성된다. 배수관(52)의 길이방향 끝단에는 다수의 배수관(52)을 연결 조립하기 위한 연결용 리브(54)가 형성된다.
그리고, 배수관(52) 일측의 안전리브(71), 즉, 경사면(55)의 상측부 안전리브(71)에는 반원형으로 만곡되거나 소정의 각도로 절곡된 형태의 유도대(70)의 결합리브(78)가 결합되고, 유도대(70)의 타측은 공중에 부상한 상태로 위치하게 된다.
배수관(52)의 일측벽면(61)과 소정의 간격으로 이격되도록 분리판(90)을 결합하며, 분리판(90)의 상측부는 일측벽면(61)의 안전리브(71)와 유도대(70)의 결합리브(78) 사이에 고정볼트(107)에 의해 고정 결합된다. 분리판(90)의 하측부는 배수관(52) 바닥면(63)에 형성되는 조립요홈(95)에 삽입 결합된다. 배수관(52)의 일측벽면(61)과 분리판(90) 사이에는 이송공간(99)이 형성된다.
그리고, 분리판(90)의 상측에는 유입구(92)가 관통 형성되고, 하측에는 배출구(93)가 관통 형성된다.
연결용 리브(54)에 의해 다수로 연결되어 빗물을 유도 배수하는 배수관(52)에는 경사가 완만해 토사가 많이 쌓일 염려가 있는 구간이 있게 된다. 따라서, 길게 연결되는 배수관(52) 중도부에는 배수관(52)에 의해 유도되어 흘러 내린 빗물과 토사가 모이는 퇴적조(120)가 결합되며, 다시 퇴적조(120)에 모인 빗물이 넘쳐흐르기 위한 배출관(130)이 구비된다.
이렇게 설치된 본 발명의 배수관(52)은 폭우 등으로 인해 빗물과 함께 토사 자갈 등이 경사면을 타고 흐르게 되나, 만곡된 형태의 유도대(70) 내벽에 부딪치면서 유도대(70)를 넘지 못하고 배수관(52) 속으로 유도되어 흐르게 된다.
그리고, 배수관(52) 내부로 유입된 토사와 자갈은 비중차이로 인해 배수관(52)의 바닥면(63)에 가라앉으면서 흐르게 되며, 비중이 적은 빗물은 분리판(90) 상측에 형성된 유입구(92)를 통해 이송구간(99)으로 유입되어 흐르게 된다.
이렇게 이송구간(99)으로 빠르게 흐르는 빗물의 일부는 다시 분리판(90)의 하부에 형성된 배출구(93)를 통해 강한 힘으로 배출되면서 바닥면(63)에 가라앉은 토사에 혼류를 일으킴으로써 빗물과 함께 배출이 되도록 해준다.
한편, 배수관(52)에 유입된 빗물과 토사가 장거리를 이동하여 흐르게 되는 경우 토사가 배수관(52)의 바닥면(63)에 쌓여 빗물의 흐름을 방해하는 경우가 있게 된다.
따라서, 토사가 배수관(52)에 쌓여 빗물의 흐름을 방해하게 되므로, 토사가 많이 쌓이는 구역의 배수관(52) 중도부에는 퇴적조(120)를 설치하여 토사가 퇴적되도록 한다. 즉, 배수관(52)에 빗물과 함께 섞여 내려오는 토사가 퇴적조(120)에 쌓인 후, 빗물만 배출관(130)을 통해 배출된다.
그리고, 퇴적조(120)에 유입되는 빗물은 퇴적조(120)에 구비된 여과판(125)의 상측에 천공된 여과구(122)를 통과하여 배출관(130)으로 배출되고, 퇴적조(120)에 쌓이는 토사는 여과판(125) 하부에 형성된 통과구간(153)에 의해 퇴적조(120) 전체면에 걸쳐 쌓이며 빗물과 토사가 분리되게 된다.
또한, 퇴적조(120)에 퇴적되어 쌓여진 토사는 여과판(125)을 인출하여 제거한 후, 굴삭기와 같은 중장비로 제거하여 준다.Hereinafter, the configuration of the most preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.
In order to provide safety of roads, dwellings, etc., the drain pipe 52 is buried in the ground surface of the inclined surface 55.
The drain pipe 52 is provided with a bottom surface 63, side walls 61 are erected on both sides of the bottom surface 63, and safety ribs 71 are bent on the side walls 61 of both sides, respectively. . A connecting rib 54 for connecting and assembling a plurality of drain pipes 52 is formed at the longitudinal end of the drain pipe 52.
And, the safety rib 71 of one side of the drain pipe 52, that is, the upper side of the safety rib 71 of the inclined surface 55, the coupling rib of the guide bar 70 of the curved shape in a semi-circular shape or bent at a predetermined angle ( 78) is coupled, the other side of the guide 70 is positioned in the state of floating in the air.
The separation plate 90 is coupled to be spaced apart from the one side wall 61 of the drain pipe 52 at a predetermined interval, and the upper portion of the separation plate 90 is a safety rib 71 and the guide bar 70 of the one side wall 61. It is fixedly coupled by the fixing bolt 107 between the coupling ribs (78). The lower side of the separating plate 90 is inserted into the coupling groove 95 formed in the bottom surface 63 of the drain pipe 52. A transfer space 99 is formed between one side wall 61 of the drain pipe 52 and the separator plate 90.
In addition, the inlet port 92 is formed through the upper portion of the separation plate 90, the outlet port 93 is formed through the lower side.
The drain pipe 52 connected to the plurality of connecting ribs 54 to induce drainage of rainwater has a section in which the slope is gentle and there is a fear that a large amount of earth and sand may accumulate. Therefore, the sedimentation tank 120 in which the rainwater and the earth and sand collected by the drainage pipe 52 flowed to the middle portion of the drainage pipe 52 connected to each other are combined, and the discharge pipe for overflowing the rainwater collected in the sedimentation tank 120 again. 130 is provided.
The drain pipe 52 of the present invention installed in this way is the earth and gravel, etc. flows along the inclined surface with rainwater due to heavy rain, etc., while hitting the inner wall of the curved guide bar 70 of the curved form does not exceed the guide bar 70, the drain pipe ( 52) It is guided and flows into it.
And, the soil and gravel introduced into the drain pipe 52 flows while sinking to the bottom surface 63 of the drain pipe 52 due to the specific gravity difference, the rain water having a small specific gravity (inlet formed on the upper side of the separation plate 90) 92 flows into the transfer section 99 through.
This part of the rainwater flowing quickly to the conveying section 99 is discharged with a strong force through the discharge port 93 formed in the lower portion of the separation plate 90 again to cause confusion in the soil sedimented on the bottom surface 63 and rainwater and Allow them to be discharged together.
On the other hand, when the rainwater and the earth and sand flowed into the drain pipe 52 to move over a long distance, the earth and sand is piled up on the bottom surface 63 of the drain pipe 52 may hinder the flow of rain water.
Therefore, the soil is piled up in the drain pipe 52 to disturb the flow of rain water, the sedimentation tank 120 is installed in the middle portion of the drain pipe 52 in the area where a lot of soil is accumulated so that the soil is deposited. That is, after the earth and sand mixed down with the rainwater in the drain pipe 52 is accumulated in the sedimentation tank 120, only the rainwater is discharged through the discharge pipe 130.
Then, the rainwater flowing into the sedimentation tank 120 is discharged to the discharge pipe 130 through the filter opening 122 punched on the upper side of the filter plate 125 provided in the sedimentation tank 120, the sedimentation tank 120 Soil accumulated in the piled up over the entire surface of the sedimentation tank 120 by the passage section 153 formed in the filter plate 125, the rain water and the soil is separated.
In addition, the earth and sand accumulated in the sedimentation tank 120 is removed by removing the filter plate 125, and then removed by heavy equipment such as an excavator.

삭제delete

도1은 본 발명에 따른 배수관에 유도대가 결합되는 상태를 도시한 예시도1 is an exemplary view showing a state in which the guide bar is coupled to the drain pipe according to the present invention.

도2는 본 발명에 따른 배수관에 유도대가 결합된 상태의 측단면도Figure 2 is a side cross-sectional view of the guide bar coupled to the drain pipe in accordance with the present invention

도3은 본 발명에 따른 배수관에 유도대가 결합된 상태로 경사면에 매설된 상태의 단면 예시도Figure 3 is an exemplary cross-sectional view of the state embedded in the inclined surface in the guide rod coupled to the drain pipe in accordance with the present invention

도4는 본 발명에 따른 배수관에 유도대가 결합되어 매설되고 퇴적조와 연결되는 상태를 도시한 간략예시도Figure 4 is a simplified illustration showing a state in which the induction rod is coupled to the drain pipe according to the invention buried and connected to the sedimentation tank

도5는 본 발명에 따른 퇴적조의 측단면 예시도Figure 5 is an exemplary cross-sectional side view of the deposition tank according to the present invention

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

삭제delete

* 도면중 주요 부위에 대한 부호의 설명 *Explanation of symbols on main parts in the drawing

52. 배수관 54. 연결용 리브52. Drain pipe 54. Rib for connection

61. 측벽면 63. 바닥면61. Sidewalls 63. Bottom

70. 유도대 71. 안전리브
78. 결합리브 81. 조립대
90. 분리판 92. 유입구
93. 배출구 99. 이송구간
120. 퇴적조 122. 여과구
125. 여과판 130. 배출관70. Guide bar 71. Safety rib
78. Combined Rib 81. Assembly Base
90. Separator 92. Inlet
93. Outlet 99. Transfer section
120. Sedimentation tank 122. Filter
125. Filter plate 130. Outlet tube

Claims (5)

경사면(55)에 접하도록 설치되는 배수관(52)에 있어서,In the drain pipe 52 provided to contact the inclined surface 55, 상기 배수관(52)은 바닥면(63)의 양측에 각각 측벽면(61)이 형성되고,The drain pipe 52 has side walls 61 formed on both sides of the bottom surface 63, respectively. 상기 양측의 측벽면(61)에는 각각 안전리브(71)가 절곡 형성되며,Safety ribs 71 are bent on the side wall surfaces 61 of both sides, respectively. 상기 일측 측벽면(61)의 안전리브(71)에는 유도대(70)의 결합리브(78)가 결합되며,Coupling ribs 78 of the guide bar 70 is coupled to the safety ribs 71 of the side wall surface 61, 상기 배수관(52)의 길이방향 끝단에는 연결용 리브(54)가 형성되며,A connecting rib 54 is formed at the longitudinal end of the drain pipe 52. 상기 배수관(52) 일측벽면(61)과 이격되도록 분리판(90)을 결합하되,Combine the separation plate 90 so as to be spaced apart from the drain pipe 52, one side wall 61, 상기 분리판(90)의 일측 끝단은 일측벽면(61)의 안전리브(71)와 유도대(70)의 결합리브(78) 사이에 결합되고, 타측 끝단은 바닥면(63)에 결합되도록 하여 상기 일측벽면(61)과 분리판(90) 사이에 이송공간(99)이 형성되며,One end of the separation plate 90 is coupled between the safety rib 71 of the one side wall surface 61 and the coupling rib 78 of the guide bar 70, the other end is coupled to the bottom surface 63 A transfer space 99 is formed between the one side wall 61 and the separator plate 90. 상기 분리판(90)의 상측에는 유입구(92)가 관통 형성되고, 하측에는 배출구(93)가 형성되는 것을 특징으로 하는 배수관의 배수 유도장치.The inlet port 92 is formed through the upper side of the separation plate 90, the outlet port 93, characterized in that the outlet port 93 is formed in the lower side. 제1항에 있어서,The method of claim 1, 상기 배수관(52)의 중도부에는 퇴적조(120)가 결합되고,Sedimentation tank 120 is coupled to the middle portion of the drain pipe 52, 상기 퇴적조(120)에는 배출관(130)이 연결되는 것을 특징으로 하는 배수관의 배수 유도장치.The sedimentation tank 120 is drain pipe induction apparatus of the drain pipe, characterized in that the discharge pipe 130 is connected. 제1항 또는 제2항에 있어서,The method according to claim 1 or 2, 상기 배수관(52)의 바닥면(63)에는 분리판(90)이 삽입 결합되도록 하기 위한 조립요홈(95)이 형성되는 것을 특징으로 하는 배수관의 배수 유도장치.The bottom surface (63) of the drain pipe (52), the drainage guide device for drainage pipes, characterized in that the assembling groove (95) is formed to be inserted and coupled to the separator plate (90). 삭제delete 삭제delete
KR1020070078559A 2007-08-06 2007-08-06 Draining guiding apparatus for a drainpipe Active KR101111302B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020070078559A KR101111302B1 (en) 2007-08-06 2007-08-06 Draining guiding apparatus for a drainpipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020070078559A KR101111302B1 (en) 2007-08-06 2007-08-06 Draining guiding apparatus for a drainpipe

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR1020090067084A Division KR100973298B1 (en) 2009-07-21 2009-07-21 Drain Induction Device of Drain Pipe

Publications (2)

Publication Number Publication Date
KR20090014529A KR20090014529A (en) 2009-02-11
KR101111302B1 true KR101111302B1 (en) 2013-11-11

Family

ID=40684435

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020070078559A Active KR101111302B1 (en) 2007-08-06 2007-08-06 Draining guiding apparatus for a drainpipe

Country Status (1)

Country Link
KR (1) KR101111302B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101408976B1 (en) * 2012-04-26 2014-07-17 김성준 Removal of sediment from drain pipe
KR101550457B1 (en) * 2009-09-22 2015-09-09 민승기 Anti-collapse block on slope

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2498010C1 (en) * 2012-04-16 2013-11-10 Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Кубанский государственный аграрный университет" Mole-drainage pipe
CN104088352A (en) * 2014-07-09 2014-10-08 中磊建设有限公司 Ground rainwater comprehensive utilization structure
KR20180059667A (en) * 2016-11-26 2018-06-05 민승기 Slope block for prevention of landslide on slope
CN111608137A (en) * 2020-04-30 2020-09-01 吕定根 Waterproof construction method for hydraulic engineering
CN117306791B (en) * 2023-08-24 2026-03-03 青岛亿佰建工集团有限公司 Underground garage waterproof ramp

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52105971U (en) * 1976-02-10 1977-08-12
JPS5332904A (en) * 1976-09-07 1978-03-28 Toyo Kiso Kougiyou Kk Method of protecting face of slope and protecting block
KR100385642B1 (en) * 2000-10-30 2003-06-02 (주)안 엔지니어링 Apparatus for protecting flow erosion established to the U-flume pipe and Slope protection structure using the same
KR100455841B1 (en) * 2001-12-07 2004-11-08 (주)에이텍엔지니어링 건축사사무소 Culvert drainage water pipe reinforced with slope safety in civil engineering and road construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52105971U (en) * 1976-02-10 1977-08-12
JPS5332904A (en) * 1976-09-07 1978-03-28 Toyo Kiso Kougiyou Kk Method of protecting face of slope and protecting block
KR100385642B1 (en) * 2000-10-30 2003-06-02 (주)안 엔지니어링 Apparatus for protecting flow erosion established to the U-flume pipe and Slope protection structure using the same
KR100455841B1 (en) * 2001-12-07 2004-11-08 (주)에이텍엔지니어링 건축사사무소 Culvert drainage water pipe reinforced with slope safety in civil engineering and road construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101550457B1 (en) * 2009-09-22 2015-09-09 민승기 Anti-collapse block on slope
KR101408976B1 (en) * 2012-04-26 2014-07-17 김성준 Removal of sediment from drain pipe

Also Published As

Publication number Publication date
KR20090014529A (en) 2009-02-11

Similar Documents

Publication Publication Date Title
KR101111302B1 (en) Draining guiding apparatus for a drainpipe
KR20120100455A (en) Rain water collection unit of road
KR100941693B1 (en) Drain box
JP2008267023A (en) Rainwater storage system
KR20140004867A (en) A holding tank structure to apply to a drainageway
CN206570896U (en) A kind of siphon helps row's formula catch-basin
KR20160097486A (en) Road drainage facility and construction methods accordingly
KR102044638B1 (en) Street inlet having earth and sand sedimentation space at upper portion
KR100973298B1 (en) Drain Induction Device of Drain Pipe
KR101316313B1 (en) Keeping treatment system of primary stage rainwater for valleywater using the water-storage tank
KR200265463Y1 (en) Sewage bad Smell & Sand in flow Prevention Manhole
KR101356964B1 (en) Catchment well for road
KR101189284B1 (en) Sediment Removal Device in Drainage Tank
KR20090014932A (en) Drain induction device for drain pipe
KR100450602B1 (en) Drainage apparatus of slope for road
KR101741014B1 (en) Drainage facilitator
KR101668220B1 (en) equipment of washing pipe laying
KR100834532B1 (en) Earth and sand inflow prevention port of merged sewer
KR100650930B1 (en) Drain pipe cleaner
KR100658427B1 (en) Building slope retaining wall protection structure
KR200292730Y1 (en) Drainage apparatus of slope for road
KR100509953B1 (en) Rain receptacle for rain infiltration
KR20180059667A (en) Slope block for prevention of landslide on slope
KR200218252Y1 (en) Block for sewage separation in combined sewer
KR200476485Y1 (en) Drainage structure

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

St.27 status event code: A-0-1-A10-A12-nap-PA0109

PA0201 Request for examination

St.27 status event code: A-1-2-D10-D11-exm-PA0201

R18-X000 Changes to party contact information recorded

St.27 status event code: A-3-3-R10-R18-oth-X000

D13-X000 Search requested

St.27 status event code: A-1-2-D10-D13-srh-X000

D14-X000 Search report completed

St.27 status event code: A-1-2-D10-D14-srh-X000

E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

St.27 status event code: A-1-2-D10-D21-exm-PE0902

PN2301 Change of applicant

St.27 status event code: A-3-3-R10-R13-asn-PN2301

St.27 status event code: A-3-3-R10-R11-asn-PN2301

AMND Amendment
P11-X000 Amendment of application requested

St.27 status event code: A-2-2-P10-P11-nap-X000

P13-X000 Application amended

St.27 status event code: A-2-2-P10-P13-nap-X000

AMND Amendment
P11-X000 Amendment of application requested

St.27 status event code: A-2-2-P10-P11-nap-X000

D12-X000 Request for substantive examination rejected

St.27 status event code: A-1-2-D10-D12-exm-X000

PE0801 Dismissal of amendment

St.27 status event code: A-2-2-P10-P12-nap-PE0801

PG1501 Laying open of application

St.27 status event code: A-1-1-Q10-Q12-nap-PG1501

R18-X000 Changes to party contact information recorded

St.27 status event code: A-3-3-R10-R18-oth-X000

PN2301 Change of applicant

St.27 status event code: A-3-3-R10-R13-asn-PN2301

St.27 status event code: A-3-3-R10-R11-asn-PN2301

E601 Decision to refuse application
PE0601 Decision on rejection of patent

St.27 status event code: N-2-6-B10-B15-exm-PE0601

PN2301 Change of applicant

St.27 status event code: A-3-3-R10-R13-asn-PN2301

St.27 status event code: A-3-3-R10-R11-asn-PN2301

T11-X000 Administrative time limit extension requested

St.27 status event code: U-3-3-T10-T11-oth-X000

A107 Divisional application of patent
AMND Amendment
E13-X000 Pre-grant limitation requested

St.27 status event code: A-2-3-E10-E13-lim-X000

J201 Request for trial against refusal decision
P11-X000 Amendment of application requested

St.27 status event code: A-2-2-P10-P11-nap-X000

P13-X000 Application amended

St.27 status event code: A-2-2-P10-P13-nap-X000

PA0107 Divisional application

St.27 status event code: A-0-1-A10-A18-div-PA0107

St.27 status event code: A-0-1-A10-A16-div-PA0107

PJ0201 Trial against decision of rejection

St.27 status event code: A-3-3-V10-V11-apl-PJ0201

PB0901 Examination by re-examination before a trial

St.27 status event code: A-6-3-E10-E12-rex-PB0901

E801 Decision on dismissal of amendment
B601 Maintenance of original decision after re-examination before a trial
PB0601 Maintenance of original decision after re-examination before a trial

St.27 status event code: N-3-6-B10-B17-rex-PB0601

R18-X000 Changes to party contact information recorded

St.27 status event code: A-3-3-R10-R18-oth-X000

R18-X000 Changes to party contact information recorded

St.27 status event code: A-3-3-R10-R18-oth-X000

J301 Trial decision

Free format text: TRIAL DECISION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL REQUESTED 20090721

Effective date: 20110414

PJ1301 Trial decision

St.27 status event code: A-3-3-V10-V15-crt-PJ1301

Decision date: 20110414

Appeal event data comment text: Appeal Kind Category : Appeal against decision to decline refusal, Appeal Ground Text : 2007 0078559

Appeal request date: 20090721

Appellate body name: Patent Examination Board

Decision authority category: Office appeal board

Decision identifier: 2009101006834

PS0901 Examination by remand of revocation

St.27 status event code: A-6-3-E10-E12-rex-PS0901

S901 Examination by remand of revocation
GRNO Decision to grant (after opposition)
PS0701 Decision of registration after remand of revocation

St.27 status event code: A-3-4-F10-F13-rex-PS0701

R18-X000 Changes to party contact information recorded

St.27 status event code: A-3-3-R10-R18-oth-X000

GRNT Written decision to grant
PR0701 Registration of establishment

St.27 status event code: A-2-4-F10-F11-exm-PR0701

PR1002 Payment of registration fee

St.27 status event code: A-2-2-U10-U11-oth-PR1002

Fee payment year number: 1

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

PG1601 Publication of registration

St.27 status event code: A-4-4-Q10-Q13-nap-PG1601

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 4

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 5

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 6

PN2301 Change of applicant

St.27 status event code: A-5-5-R10-R13-asn-PN2301

St.27 status event code: A-5-5-R10-R11-asn-PN2301

FPAY Annual fee payment

Payment date: 20180403

Year of fee payment: 7

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 7

P22-X000 Classification modified

St.27 status event code: A-4-4-P10-P22-nap-X000

FPAY Annual fee payment

Payment date: 20190520

Year of fee payment: 8

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 8

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 9

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 10

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 11

L13-X000 Limitation or reissue of ip right requested

St.27 status event code: A-2-3-L10-L13-lim-X000

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 12

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 13

PR1001 Payment of annual fee

St.27 status event code: A-4-4-U10-U11-oth-PR1001

Fee payment year number: 14

U11 Full renewal or maintenance fee paid

Free format text: ST27 STATUS EVENT CODE: A-4-4-U10-U11-OTH-PR1001 (AS PROVIDED BY THE NATIONAL OFFICE)

Year of fee payment: 14