KR20110131451A - Structure for combine pipe with manhole and methode combine there of - Google Patents

Structure for combine pipe with manhole and methode combine there of Download PDF

Info

Publication number
KR20110131451A
KR20110131451A KR1020100050896A KR20100050896A KR20110131451A KR 20110131451 A KR20110131451 A KR 20110131451A KR 1020100050896 A KR1020100050896 A KR 1020100050896A KR 20100050896 A KR20100050896 A KR 20100050896A KR 20110131451 A KR20110131451 A KR 20110131451A
Authority
KR
South Korea
Prior art keywords
coupling
manhole
conduit
fastening
coupled
Prior art date
Application number
KR1020100050896A
Other languages
Korean (ko)
Other versions
KR101208606B1 (en
Inventor
이정숙
Original Assignee
(주) 선암기술연구소
이정숙
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 (주) 선암기술연구소, 이정숙 filed Critical (주) 선암기술연구소
Priority to KR1020100050896A priority Critical patent/KR101208606B1/en
Publication of KR20110131451A publication Critical patent/KR20110131451A/en
Application granted granted Critical
Publication of KR101208606B1 publication Critical patent/KR101208606B1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/04—Pipes or fittings specially adapted to sewers
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F5/00—Sewerage structures
    • E03F5/02—Manhole shafts or other inspection chambers; Snow-filling openings; accessories
    • E03F5/021—Connection of sewer pipes to manhole shaft
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L41/00—Branching pipes; Joining pipes to walls
    • F16L41/04—Tapping pipe walls, i.e. making connections through the walls of pipes while they are carrying fluids; Fittings therefor
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L41/00—Branching pipes; Joining pipes to walls
    • F16L41/08—Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe
    • F16L41/10—Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe the extremity of the pipe being screwed into the wall
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0006—Plastics
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/20—Miscellaneous comprising details of connection between elements

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: A manhole coupling structure of a conduit and a coupling method thereof are provided to improve reliability about products by maintaining high water tightness. CONSTITUTION: A coupling structure is a conduit pipe and a manhole. A bonding recess(400) is installed in the conduit pipe and integrally formed with the manhole. The bonding recess is installed in a coupling projection part(300). The bonding recess is integrally formed so that the conduit pipe can be installed the coupling projection part. An union projection(310) and a joint groove(410) are spirally each other to be fixed and coupled each other using a screw texture mode.

Description

관거의 맨홀 결합구조 및 이의 결합방법{Structure for combine pipe with manhole and methode combine there of}Structure for combine pipe with manhole and methode combine there of}

본 발명은, 관거를 맨홀에 결합하는 결합구조에 관한 것으로, 보다 상세하게는 철근콘크리트로 형성되는 맨홀 및 철근콘크리트로 형성되는 관거 단부에 합성수지로 된 결합철부와 결합요부를 각각 형성하고, 결합요부를 결합철부에 체결하여 관거를 맨홀에 고정시킴으로 관거와 맨홀의 수밀성능을 향상시켜 누수를 차단할 수 있도록 하는 관거의 맨홀 결합구조 및 이의 결합방법에 관한 것이다.
The present invention relates to a coupling structure for coupling a conduit to a manhole, and more particularly, to form a conduit and a concave recess made of a synthetic resin at a manhole formed of reinforced concrete and an end of a conduit formed of reinforced concrete, respectively. It is related to the manhole coupling structure of the conduit and the method of coupling thereof to fasten the conduit to the coupling conduit to fix the conduit in the manhole to improve the watertight performance of the conduit and manhole to block the leak.

일반적으로 맨홀(manhole)은, 도로 또는 인도 등의 지하에 매설되는 상.하수도, 전기 통신용 시설물 등의 유지 보수 및 빗물 등의 배수를 위해 원형 또는 사각형상으로 이루어져 작업자가 드나들 수 있도록 상기의 지하 시설과 외부가 연통되도록 설치되는 것으로, 이는 관의 굵기나 방향이 바뀌는 곳, 기점이나 교차점 및 길이가 긴 직선부의 중간에 설치된다.In general, the manhole is formed in a circular or rectangular shape for maintenance of water, sewage, telecommunication facilities, and drainage of rainwater, which are buried underground, such as a road or sidewalk. It is installed to communicate with the outside of the facility, and it is installed in the place where the thickness or direction of the pipe changes, the starting point or the intersection point, and the middle of the long straight part.

상기 맨홀과 관거의 연결은, 도 1에 도시된 바와 같이, 맨홀(10)의 관통공(11)에 관거(20)를 삽입하는데, 상기 관거(20)에 고무링을 끼워 삽입하거나 상기 관통공(11)과 관거(20) 사이를 콘크리트 몰탈(30)로 채움으로써 수밀을 확보하였다.The connection of the manhole and conduit, as shown in Figure 1, inserts the conduit 20 in the through hole 11 of the manhole 10, the rubber ring is inserted into the conduit 20 or the through hole Watertightness was ensured by filling concrete mortar 30 between 11 and conduit 20.

그러나 상기 맨홀의 관통공에서 관거의 이탈이 용이하므로 맨홀과 관통공 사이의 틈이 발생함과 아울러 공극이 많이 발생하여 수밀성이 떨어질 뿐만 아니라 품질관리가 어려운 문제점이 있었다.However, the separation of the conduit from the through-hole of the manhole is easy, so that there is a gap between the manhole and the through-hole, as well as a lot of voids, resulting in poor watertightness and difficult quality control.

상기의 문제점을 해결하기 위해 근래에는 등록실용신안공보 제20-0413252호에 맨홀누수방지구조가 기재된 바 있으며, 이는 도 2에 도시된 바와 같이, 맨홀(40)의 관건홀(41)에 결속 가스켓(60)을 접착제로 접착고정시킨 상태에서 플랜지(50)를 결합하면, 플랜지(50)가 결속 가스켓(60)에 의해 관건홀(41) 주변에 긴밀히 밀착됨과 아울러 상기 플랜지(50)에 플랜지(52)를 결합하여 플랜지(50)의 체결돌기(52')가 플랜지(52)의 체결홈(50')에 결합되도록 한 후, 고무 가스켓(62)이 결합된 배수관(70)을 플랜지(52)에 결합한다.In order to solve the above problem, a manhole leak prevention structure has been described in Korean Utility Model Publication No. 20-0413252, which is a binding gasket in the key hole 41 of the manhole 40, as shown in FIG. When the flange 50 is coupled in the state in which the adhesive is fixed by the adhesive agent 60, the flange 50 is closely attached to the periphery of the key hole 41 by the binding gasket 60 and the flange 50 is attached to the flange 50. 52 to engage the fastening protrusion 52 ′ of the flange 50 to the fastening groove 50 ′ of the flange 52, and then connect the drain pipe 70 to which the rubber gasket 62 is coupled to the flange 52. )

이때, 상기 고무 가스켓(62)이 플랜지(52)의 내경과 배수관(70) 외주면에 긴밀히 밀착되면서 수밀성을 향상시킬 수 있었다.At this time, the rubber gasket 62 was in close contact with the inner diameter of the flange 52 and the outer circumferential surface of the drain pipe 70, thereby improving watertightness.

그러나 선 등록된 실용신안은 종래의 문제점을 해결하는 이점은 있으나, 플랜지의 중량이나 토압에 의해 가스켓이 하부로 처짐에 따라 플랜지의 측부나 상부에 틈이 발생하여 내수가 배출되거나 외수가 유입되는 문제점이 있었고, 배수관 상부의 토압이나 충격 등으로 인한 전단력이 발생할 경우, 심하게는 배수관이 맨홀에서 이탈하는 문제점이 있었다.
However, the pre-registered utility model has the advantage of solving the conventional problems, but as the gasket sags downward due to the weight or earth pressure of the flange, a gap occurs in the side or the top of the flange, leading to the discharge of domestic water or inflow of external water. There was, and when the shear force caused by the earth pressure or impact of the upper portion of the drain pipe, there was a problem that the drain pipe is severely separated from the manhole.

이에 상술한 바와 같은 종래의 제반 결함을 감안하여 이루어진 것으로, 본 발명의 목적은, 맨홀에 형성된 결합철부에 관거에 형성된 결합요부를 결합하여 맨홀과 관거 및 관거와 관거의 연결시공이 가능하면서 수밀성이 우수한 관거의 맨홀 결합구조 및 이의 결합방법을 제공함에 있다.In view of the above-described conventional defects as described above, the object of the present invention is to combine the coupling recess formed in the conduit to the convex concave formed in the manhole to enable the connection construction of the manhole and the conduit and conduit and conduit, The present invention provides an excellent manhole coupling structure and a method of coupling the same.

또한, 본 발명의 다른 목적은, 철근이 배근되면서 고강도 합성수지나 재생 합성수지제로 성형된 결합철부와 결합요부가 거푸집에 설치되어 주입되는 콘크리트에 의해 맨홀 및 관거가 형성되므로 결합철부와 결합요부의 파손을 방지하면서 결합이 용이함과 아울러 토압의 집중하중에 의한 변형을 방지할 수 있는 관거의 맨홀 결합구조 및 이의 결합방법을 제공함에 있다.
In addition, another object of the present invention, because the reinforcement is reinforced, the mandrel and the conduit is formed by the concrete that is installed in the form of the coupling iron portion and the coupling recess formed in the high-strength synthetic resin or recycled synthetic resin is formed in the formwork to prevent the breakage of the coupling iron portion and the coupling recess portion The present invention provides a manhole coupling structure of a conduit and a coupling method thereof, which can be easily coupled while preventing and deforming due to concentrated load of earth pressure.

본 발명 관거의 맨홀 결합구조는, 관거와 맨홀의 결합구조로서,The manhole coupling structure of the conduit of the present invention is a coupling structure of conduit and manhole,

관거와 맨홀의 결합구조로서,As the joint structure of conduit and manhole,

상기 맨홀에 일체로 형성되어 관거에 설치된 결합요부가 장착되도록 하는 결합철부와;A coupling convex portion formed integrally with the manhole to allow a coupling recess installed in a conduit to be mounted;

상기 결합철부에 장착되도록 관거에 일체로 형성되는 결합요부와;A coupling recess formed integrally with the conduit to be mounted to the coupling convex portion;

상기 결합철부와 결합요부는 체결돌기와 체결홈이 나선형으로 서로 체결되어 결합하는 나선체결방식과 돌기와 홈이 서로 맞물려 회전되어 결합되는 회전결합방식 및 고정돌기와 고정홈이 가압에 의해 서로 맞물려 직결합되는 직결합방식 또는 볼트에 플랜지가 결합되고 너트로 체결하여 결합하는 플랜지 결합방식 중 어느 하나의 방식으로 고정되는 것을 특징으로 하는 것이다.
The coupling convex portion and the coupling recess is a spiral fastening method in which the fastening protrusion and the fastening groove are spirally fastened to each other and are coupled to each other. Flange is coupled to the coupling method or the bolt is characterized in that it is fixed in any one of the flange coupling method of coupling by fastening with a nut.

본 발명 관거의 맨홀 결합방법은, 관거와 맨홀의 결합방법으로서,Manhole joining method of the conduit of the present invention is a joining method of conduit and manhole,

종.횡방향으로 철근을 배근하고, 상기 철근에 고정되는 연결간이 돌출되도록 결합철부와 결합요부를 각각 형성하는 단계와;Reinforcing the reinforcing bars in the longitudinal and transverse directions, and forming coupling concave portions and coupling concave portions so as to protrude between the joints fixed to the reinforcing bars;

상기 결합철부의 연결간이 맨홀에 배근되는 철근과 연결되고, 그 둘레를 거푸집으로 감싼 후, 거푸집 내부에 콘크리트를 타설.양생하여 결합철부가 매설된 맨홀을 형성하는 단계와;Connecting the connecting portion of the connecting iron part to the reinforcing bar reinforcement in the manhole, wrapping the circumference with a formwork, and then placing concrete in the formwork. Curing and forming a manhole in which the connecting iron part is embedded;

상기 결합요부의 연결간이 관거에 배근되는 철근과 연결되고, 그 둘레를 거푸집으로 감싼 후, 거푸집 내부에 콘크리트를 타설.양생하여 결합요부가 형성되는 관거를 형성하는 단계와;Connecting the connecting portion of the coupling portion with the reinforcing bar that is placed in the conduit, and wrapping the circumference with the formwork, and then placing concrete inside the formwork.

상기 관거의 결합요부를 맨홀의 결합철부에 체결돌기와 체결홈이 나선형으로 서로 체결되어 결합하는 나선체결방식과 돌기와 홈이 서로 맞물려 회전되어 결합되는 회전결합방식 및 고정돌기와 고정홈이 가압에 의해 서로 맞물려 직결합되는 직결합방식 또는 볼트에 플랜지가 결합되고 너트로 체결하여 결합하는 플랜지 결합방식 중 어느 하나의 방식으로 고정하는 단계를 포함하여 이루어지는 것을 특징으로 하는 것이다.
The coupling recess of the conduit is a spiral fastening method in which the fastening protrusion and the fastening groove are spirally fastened to each other by the joining convex portion of the manhole, and the rotary fastening method in which the protrusion and the groove are engaged with each other and rotated to be engaged with each other by pressure. It is characterized in that it comprises a step of fastening directly coupled to the flange or the flange is coupled to the bolt and the flange coupling method of coupling by fastening with a nut.

본 발명 관거의 맨홀 결합구조 및 이의 결합방법에 의하면, 맨홀에 형성된 결합철부에 관거에 형성된 결합요부를 결합하여 맨홀과 관거 및 관거와 관거의 연결시공의 결합상태를 작업자가 확인할 수 있으므로 높은 수밀성을 유지하여 사용자로 하여금 제품에 대한 신뢰성을 향상시킬 수 있는 이점을 가질 수 있는 것이다.According to the manhole coupling structure and the coupling method of the conduit of the present invention, by combining the coupling recess formed in the conduit to the coupling convex portion formed in the manhole, the operator can check the coupling state of the manhole and the conduit and conduit and conduit, high water tightness By maintaining it, the user can have the advantage of improving the reliability of the product.

또한 본 발명 관거의 맨홀 결합구조 및 이의 결합방법에 의하면, 철근이 배근되면서 고강도 합성수지나 재생 합성수지제로 성형된 결합철부와 결합요부가 거푸집에 설치되어 주입되는 콘크리트에 의해 맨홀 및 관거가 형성되므로 결합철부와 결합요부의 파손을 방지하면서 결합이 용이함과 아울러 토압의 집중하중에 의한 변형을 방지할 수 있는 이점을 가질 수 있는 것이다.
In addition, according to the manhole coupling structure and the coupling method of the conduit of the present invention, the mandrel and conduit is formed by the concrete that is installed in the formwork and the coupling concave portion formed by high-strength synthetic resin or recycled synthetic resin while the reinforcement is installed in the formwork And while preventing the breakage of the coupling portion is easy to combine and may have the advantage of preventing deformation due to the concentrated load of earth pressure.

도 1은 종래의 맨홀과 관거의 연결상태를 나타낸 단면도
도 2는 근래의 맨홀과 관거의 연결상태를 나타낸 단면도
도 3은 본 발명의 분리사시도
도 4는 도 3의 단면도
도 5는 본 발명의 다른 실시예의 분리사시도
도 6은 도 5의 단면도
도 7은 본 발명의 또 다른 실시예의 분리사시도
도 8은 도 7의 단면도
도 9는 본 발명의 또 다른 실시예의 분리사시도
도 10은 도 9의 단면도1 is a cross-sectional view showing a connection state of a conventional manhole and conduit
Figure 2 is a cross-sectional view showing a connection state of the recent manhole and conduit
3 is an exploded perspective view of the present invention
Figure 4 is a cross-
Figure 5 is an exploded perspective view of another embodiment of the present invention
6 is a cross-sectional view of FIG.
Figure 7 is an exploded perspective view of another embodiment of the present invention
8 is a cross-sectional view of FIG.
Figure 9 is an exploded perspective view of another embodiment of the present invention
10 is a cross-sectional view of FIG. 9

이하, 첨부된 도면에 의거하여 본 발명의 일 실시예를 상세히 설명한다. 도 3은 본 발명의 분리사시도이다.Hereinafter, an embodiment of the present invention will be described in detail with reference to the accompanying drawings. 3 is an exploded perspective view of the present invention.

본 발명 관거와 맨홀의 결합구조는, 관거(100)와 맨홀(200)의 결합구조로서, 상기 맨홀(200)에 일체로 형성되어 관거(100)에 설치된 결합요부(400)가 장착되도록 하는 결합철부(300)가 구성되고, 상기 결합철부(300)에 장착되도록 관거(100)에 일체로 형성되는 결합요부(400)가 구성되며, 상기 결합철부(300)와 결합요부(400)는 체결돌기(310)와 체결홈(410)이 나선형으로 서로 체결되어 결합하는 나선체결방식과 돌기(320)와 홈(420)이 서로 맞물려 회전되어 결합되는 회전결합방식 및 고정돌기(330)와 고정홈(430)이 가압에 의해 서로 맞물려 결합되는 직결합방식 또는 볼트(340)에 플랜지(440)가 결합되고 너트(340')로 체결하여 결합하는 플랜지 결합방식 중 어느 하나의 방식으로 고정되는 것으로, 이를 좀더 구체적으로 설명하면 다음과 같다.The coupling structure of the conduit and the manhole of the present invention, the coupling structure of the conduit 100 and the manhole 200, is formed integrally with the manhole 200 is coupled to the coupling recess 400 installed in the conduit 100 is mounted Concave portion 300 is configured, the coupling recess 400 is formed integrally to the conduit 100 to be mounted to the coupling iron 300, the coupling convex portion 300 and the coupling recess 400 is fastening protrusion (310) and the fastening groove 410 is a spiral fastening method and the projection (320) and the groove 420 is coupled to each other in a spiral coupling is coupled to each other by rotating rotation and coupling projection and the fixing projection 330 and the fixed groove ( The flange 440 is coupled to each other by the coupling 430 is coupled to each other by pressure or the flange 440 is coupled to the bolt 340 is fastened by any one of the flange coupling method of coupling by fastening with a nut (340 '), More specifically described as follows.

상기 결합철부(300)의 철근(300')에 고정되어 맨홀(200) 내부에 위치하도록 하는 연결간(300")을 포함하여 구성되는 것이 바람직하다.It is preferably configured to include a connecting rod 300 ″ fixed to the reinforcement 300 ′ of the coupling convex part 300 to be positioned inside the manhole 200.

상기 연결간(300")은 맨홀(200) 및 관거(100)의 배근된 철근(200')(100')을 연결하는 것이 바람직하다.
The connection section 300 ″ preferably connects the reinforcement bars 200 ′ and 100 ′ of the manhole 200 and the conduit 100.

다음은 상기와 같이 구성된 본 발명의 일 실시예를 상세히 설명한다.The following describes in detail an embodiment of the present invention configured as described above.

먼저, 고강도 합성수지나 재생 합성수지를 이용하여 결합철부(300)와 결합요부(400)를 성형하는데, 상기 결합철부(300)는 종.횡방향으로 철근(300')을 배근하고 연결간(300")을 고정시켜 성형틀에 투입한 후, 상기 성형틀에 합성수지재의 용융물을 투입하여 결합철부(300)를 성형한다.First, using a high-strength synthetic resin or recycled synthetic resin to form a coupling convex portion 300 and the coupling recess 400, the coupling concave portion 300 reinforces the reinforcement (300 ') in the longitudinal and transverse direction and the connection between 300 " ) Is fixed and put into the mold, and then the melt of the synthetic resin material is put into the mold to form the combined iron part 300.

이때, 상기 연결간(300")은 맨홀(200)이나 관거(100)에 설치되는 종류에 철근(300')에 고정되는 위치가 달라지며, 상기 맨홀(200)에 장착될 경우는 외주면으로 돌출되어 맨홀(200)의 철근(200')과 연결되어 고정되는 것이 바람직하고, 상기 관거(100)에 장착될 경우는 측면으로 돌출되어 관거(100)의 철근(100')과 연결되어 고정되는 것이 바람직하다.In this case, the position between the connection (300 ") is fixed to the reinforcement (300 ') is different depending on the type installed in the manhole 200 or conduit 100, when mounted on the manhole 200 protrudes to the outer peripheral surface It is preferable to be connected to the reinforcement 200 'of the manhole 200 is fixed, and when mounted to the conduit 100 is projected to the side to be fixed to the reinforcement (100') of the conduit 100 desirable.

또한, 상기 결합요부(400)는 종.횡방향으로 철근(400')을 배근하고 연결간(400")을 고정시켜 성형틀을 투입한 후, 상기 성형틀에 합성수지재의 용융물을 투입하여 결합요부(400)를 성형하는데, 상기 연결간(400")은 맨홀(200)이나 관거(100)에 설치되는 종류에 철근(400')에 고정되는 위치가 달라지며, 상기 맨홀(200)에 장착될 경우는 외주면으로 돌출되어 맨홀(200)의 철근(200')과 연결되어 고정되는 것이 바람직하고, 상기 관거(100)에 장착될 경우는 측면으로 돌출되어 관거(100)의 철근(100')과 연결되어 고정되는 것이 바람직하다.In addition, the coupling recess 400 is to reinforce the reinforcement (400 ') in the longitudinal and transverse direction and fixed the connection between the 400 "to the molding die, and then put the melt of the synthetic resin material into the molding die coupling recess Forming the 400, the connection (400 ") is a position that is fixed to the reinforcement (400 ') is different depending on the type installed in the manhole 200 or conduit 100, and is to be mounted to the manhole (200) In this case, it is preferable to protrude to the outer circumferential surface and to be connected and fixed to the reinforcement 200 'of the manhole 200. When mounted to the conduit 100, the protrusion protrudes to the side and the reinforcement 100' of the conduit 100 and It is preferable to be connected and fixed.

이하의 설명에서는 결합철부(300)를 맨홀(200)에 설치하고, 결합요부(400)는 관거(100)에 설치하는 것으로 한정하여 설명한다.In the following description, the coupling convex portion 300 is installed in the manhole 200, and the coupling recess 400 is limited to being installed in the conduit 100.

상기의 과정으로 성형된 결합철부(300)는 맨홀(200)을 성형하도록 종.횡방향으로 배근된 철근(200')의 일정 위치에 위치시킨 후, 상기 결합철부(300)의 외주면으로 돌출된 연결간(300")과 철근(200')을 고정시키고, 이의 둘레를 거푸집으로 감싼 상태에서 상기 거푸집에 콘크리트를 주입 및 양생하여 결합철부(300)가 장착되는 맨홀(200)을 형성하게 된다.Coupling convex portion 300 formed by the above process is located at a predetermined position of the reinforcement (200 ') longitudinally and horizontally reinforcement to form the manhole 200, and then protruded to the outer peripheral surface of the coupling concave portion 300 The connecting rod 300 ″ and the reinforcing bar 200 ′ are fixed, and the concrete is injected and cured in the form in a state in which the periphery of the reinforcing bar is formed to form a manhole 200 on which the coupling iron part 300 is mounted.

또한, 상기의 과정으로 성형된 결합요부(400)는 관거(100)를 성형하도록 종.횡방향으로 배근된 철근(100') 단부에 위치시킨 후, 상기 결합요부(400)의 측면으로 돌출된 철근(400')과 철근(100')을 고정시키고, 이의 둘레를 거푸집으로 감싼 상태에서 콘크리트를 주입하여 회전시키면서 양생하여 결합요부(400)가 장착되는 관거(100)를 형성하게 된다.In addition, the coupling recess 400 formed by the above process is located at the end of the reinforcement (100 ') longitudinally and horizontally reinforcement to form the conduit 100, and then protruded to the side of the coupling recess 400 The reinforcement 400 'and the reinforcement 100' are fixed, and the circumference 100 is wound around the formwork to inject concrete while curing while rotating to form the conduit 100 to which the coupling recess 400 is mounted.

여기서 상기 결합철부(300)와 결합요부(400)는, 결합방식에 따라 체결돌기(310)와 체결홈(410), 돌기(320)와 홈(420) 및 고정돌기(330)와 고정홈(430)이 서로 대응되게 형성되는 것이 바람직하다.Here, the coupling convex part 300 and the coupling recess 400 are fastening protrusions 310 and fastening grooves 410, protrusions 320 and grooves 420, and fixing protrusions 330 and fixing grooves according to a coupling method. 430 is preferably formed to correspond to each other.

상기 결합요부(400)가 장착된 관거(100)를 결합철부(300)가 장착된 맨홀(200)에 설치하려면, 상기 관거(100)를 결합철부(300)와 동일한 수평선상을 이루도록 위치시킨 상태에서 관거(100)를 이동시켜 결합요부(400)가 결합철부(300)에 끼워지도록 한다.To install the conduit 100 on which the coupling recess 400 is mounted in the manhole 200 on which the coupling convex part 300 is mounted, the conduit 100 is positioned to form the same horizontal line as the coupling convex part 300. In the conduit 100 is moved so that the coupling recess 400 is fitted to the coupling convex portion 300.

이때, 도 4에 도시된 바와 같이, 상기 결합요부(400)와 결합철부(300)에 체결홈(410)과 체결돌기(310)가 형성되어 있으면, 상기 관거(100)를 체결장비(미도시)로 회전시켜 결합요부(400)의 체결홈(410)이 결합철부(300)의 체결돌기(310)에 체결시켜 관거(100)가 맨홀(200)에 결합되어 설치되도록 한다.At this time, as shown in Figure 4, when the coupling groove 400 and the coupling groove 410 and the fastening protrusion 310 is formed in the coupling concave portion 300, the conduit 100 is fastened equipment (not shown) Rotating to the fastening groove 410 of the coupling recess 400 is fastened to the fastening protrusion 310 of the coupling convex part 300 so that the conduit 100 is coupled to the manhole 200 to be installed.

또한, 도 5 내지 도 6에 도시된 바와 같이, 상기 결합요부(400)와 결합철부(300)에 홈(420)과 돌기(320)가 균일하게 형성되어 있으면, 상기 결합요부(400)의 홈(420)이 결합철부(300)의 돌기(320)에 결합됨과 동시에 관거(100)를 체결장비(미도시)로 소정각도 회전시켜 결합요부(400)가 결합철부(300)에 체결되면서 관거(100)가 맨홀(200)에 결합되어 설치되도록 한다.5 to 6, when the groove 420 and the protrusion 320 are uniformly formed in the coupling recess 400 and the coupling convex part 300, the groove of the coupling recess 400 is formed. 420 is coupled to the protrusion 320 of the coupling convex part 300 and at the same time the conduit 100 is rotated by a predetermined angle with a fastening device (not shown), so that the coupling recess 400 is fastened to the coupling convex part 300 and conduit ( 100 is coupled to the manhole 200 to be installed.

또한, 도 7 내지 도 8에 도시된 바와 같이, 상기 결합요부(400)와 결합철부(300)에 고정홈(430)과 고정돌기(330)가 형성되어 있으면, 체결장비(미도시)의 가압에 의해 관거(100)를 가압할 경우, 결합요부(400)의 고정홈(430)이 결합철부(300)의 고정돌기(330)에 서로 맞물리어 직결합으로 관거(100)가 맨홀(200)에 결합되어 설치되는 것이다.In addition, as shown in Figure 7 to 8, if the fixing groove 430 and the fixing projection 330 is formed in the coupling recess 400 and the coupling convex portion 300, the pressing of the fastening equipment (not shown) When pressurizing the conduit 100 by the fitting groove 400, the fixing groove 430 of the coupling recess 400 is engaged with the fixing projections 330 of the coupling convex part 300 by direct coupling to the conduit 100 is the manhole 200 It is installed in conjunction with.

또한, 도 9 내지 도 10에 도시된 바와 같이, 결합철부(300)의 연결간(300")에 고정된 볼트(340)에 결합요부(400)의 플랜지(440) 결합공(441)를 결합하여 플랜지(440)의 결합공(441)으로 볼트(340)가 돌출되도록 하고, 돌출된 볼트(340)에 너트(340')를 체결하여 고정시킴으로써, 관거(100)가 맨홀(200)에 결합되어 설치되는 것이다.9 to 10, the coupling hole 441 of the flange 440 of the coupling recess 400 is coupled to the bolt 340 fixed to the connecting rod 300 ″ of the coupling iron part 300. The bolt 340 is projected to the coupling hole 441 of the flange 440, and the conduit 100 is coupled to the manhole 200 by fastening and fixing the nut 340 'to the protruding bolt 340. Will be installed.

여기서, 상기 관거(100)의 결합요부(400)와 맨홀(200)의 결합철부(300) 사이에는 수밀링(500)이 장착되는 것이 바람직하며, 상기 수밀링(500)에 의해 관거(100)와 맨홀(200) 사이의 미세한 틈을 차단할 수 있는 것이다.Here, the watertight ring 500 is preferably mounted between the coupling recess 400 of the conduit 100 and the coupling convex part 300 of the manhole 200, and the conduit 100 is formed by the watertight ring 500. And it can block the minute gap between the manhole (200).

또한, 상기 결합요부(400)가 결합철부(300)에 체결되어 결합되는 구성으로, 관거(100)를 반대방향으로 회전시켜 맨홀(200)에서 분리하기 전까지는 맨홀(200)에서 관거(100)가 분리되는 않아 누수가 발생되지 않음으로 내진성이 우수한 것임을 알 수 있는 것이다.In addition, the coupling recess 400 is configured to be coupled to the coupling convex portion 300, the conduit 100 in the manhole 200 until the separation from the manhole 200 by rotating the conduit 100 in the opposite direction It will be understood that the seismic resistance is excellent because the leakage does not occur because is not separated.

이상과 같이 본 발명은, 비록 한정된 실시예와 도면에 의해 설명되었으나, 본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정되어 해석되어서는 아니되며, 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다. 따라서, 본 명세서에 기재된 실시예와 도면에 도시된 구성은 본 발명의 일실시예에 불과할 뿐이고, 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 발명의 청구범위를 벗어나지 않는 한도 내에서 다양한 균등물과 변형예들이 있을 수 있음을 이해하여야 한다.
As described above, the present invention, although described by the limited embodiments and drawings, terms or words used in the present specification and claims are not limited to the ordinary or dictionary meanings and should not be interpreted, the technical spirit of the present invention It must be interpreted to mean meanings and concepts. Therefore, the configuration shown in the embodiments and drawings described herein are only one embodiment of the present invention, and do not represent all of the technical spirit of the present invention, various changes within the scope of the claims of the present invention It should be understood that there may be equivalents and variations.

100: 관거 200: 맨홀
300: 결합철부 400: 결합요부
310: 체결돌기 410: 체결홈
320: 돌기 420: 홈
330: 고정돌기 430: 고정홈
340: 볼트 440: 플랜지
340': 너트100: conduit 200: manhole
300: coupling iron 400: coupling recess
310: fastening protrusion 410: fastening groove
320: protrusion 420: groove
330: fixing protrusion 430: fixing groove
340: bolt 440: flange
340 ': nut

Claims (4)

관거와 맨홀의 결합구조로서,
상기 맨홀에 일체로 형성되어 관거에 설치된 결합요부가 장착되도록 하는 결합철부와;
상기 결합철부에 장착되도록 관거에 일체로 형성되는 결합요부와;
상기 결합철부와 결합요부는 체결돌기와 체결홈이 나선형으로 서로 체결되어 결합하는 나선체결방식과 돌기와 홈이 서로 맞물려 회전되어 결합되는 회전결합방식 및 고정돌기와 고정홈이 가압에 의해 서로 맞물려 직결합되는 직결합방식 또는 볼트에 플랜지가 결합되고 너트로 체결하여 결합하는 플랜지 결합방식 중 어느 하나의 방식으로 고정되는 것을 특징으로 하는 관거의 맨홀 결합구조.
As the joint structure of conduit and manhole,
A coupling convex portion formed integrally with the manhole to allow a coupling recess installed in a conduit to be mounted;
A coupling recess formed integrally with the conduit to be mounted to the coupling convex portion;
The coupling convex portion and the coupling recess is a spiral fastening method in which the fastening protrusion and the fastening groove are spirally fastened to each other and are coupled to each other. Manganese coupling structure of the conduit, characterized in that the flange is coupled to the coupling method or the bolt is fixed in any one of the flange coupling method of coupling by fastening with a nut.
청구항 1에 있어서,
상기 결합철부의 철근에 고정되어 맨홀 내부에 위치하도록 하는 연결간을 포함하여 구성되는 것을 특징으로 하는 관거의 맨홀 결합구조.
The method according to claim 1,
The manhole coupling structure of the conduit characterized in that it comprises a connection between the fixed to the reinforcing steel reinforcement to be located inside the manhole.
청구항 2에 있어서,
상기 연결간은 맨홀 및 관거의 배근된 철근을 연결하는 것을 특징으로 하는 관거의 맨홀 결합구조.
The method according to claim 2,
The connection between the manhole coupling structure of the conduit, characterized in that for connecting the reinforcement of the manhole and conduit.
관거와 맨홀의 결합방법으로서,
종.횡방향으로 철근을 배근하고, 상기 철근에 고정되는 연결간이 돌출되도록 결합철부와 결합요부를 각각 형성하는 단계와;
상기 결합철부의 연결간이 맨홀에 배근되는 철근과 연결되고, 그 둘레를 거푸집으로 감싼 후, 거푸집 내부에 콘크리트를 타설.양생하여 결합철부가 매설된 맨홀을 형성하는 단계와;
상기 결합요부의 연결간이 관거에 배근되는 철근과 연결되고, 그 둘레를 거푸집으로 감싼 후, 거푸집 내부에 콘크리트를 타설.양생하여 결합요부가 형성되는 관거를 형성하는 단계와;
상기 관거의 결합요부를 맨홀의 결합철부에 체결돌기와 체결홈이 나선형으로 서로 체결되어 결합하는 나선체결방식과 돌기와 홈이 서로 맞물려 회전되어 결합되는 회전결합방식 및 고정돌기와 고정홈이 가압에 의해 서로 맞물려 직결합되는 직결합방식 또는 볼트에 플랜지가 결합되고 너트로 체결하여 결합하는 플랜지 결합방식 중 어느 하나의 방식으로 고정하는 단계를 포함하여 이루어지는 것을 특징으로 하는 관거의 맨홀 결합방법.
As a method of combining conduits and manholes,
Reinforcing the reinforcing bars in the longitudinal and transverse directions, and forming coupling concave portions and coupling concave portions so as to protrude between the joints fixed to the reinforcing bars;
Connecting the connecting portion of the connecting iron part to the reinforcing bar reinforcement in the manhole, wrapping the circumference with a formwork, and then placing concrete in the formwork. Curing and forming a manhole in which the connecting iron part is embedded;
Connecting the connecting portion of the coupling portion with the reinforcing bar that is placed in the conduit, and wrapping the circumference with the formwork, and then placing concrete inside the formwork.
The coupling recess of the conduit is a spiral fastening method in which the fastening protrusion and the fastening groove are spirally fastened to each other by the joining convex portion of the manhole, and the rotary fastening method in which the protrusion and the groove are engaged with each other and rotated to be engaged with each other by pressure. Method for manhole coupling of the conduit characterized in that it comprises a step of fastening the flange coupled to the direct coupling method or a bolt coupled to the direct coupling method coupled to the fastening by a nut.
KR1020100050896A 2010-05-31 2010-05-31 Structure for combine pipe with manhole and methode combine there of KR101208606B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020100050896A KR101208606B1 (en) 2010-05-31 2010-05-31 Structure for combine pipe with manhole and methode combine there of

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020100050896A KR101208606B1 (en) 2010-05-31 2010-05-31 Structure for combine pipe with manhole and methode combine there of

Publications (2)

Publication Number Publication Date
KR20110131451A true KR20110131451A (en) 2011-12-07
KR101208606B1 KR101208606B1 (en) 2012-12-06

Family

ID=45499815

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020100050896A KR101208606B1 (en) 2010-05-31 2010-05-31 Structure for combine pipe with manhole and methode combine there of

Country Status (1)

Country Link
KR (1) KR101208606B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018088666A1 (en) * 2016-11-10 2018-05-17 한국전력공사 Manhole
KR20220112439A (en) 2021-02-04 2022-08-11 진성이앤씨 주식회사 Structure for connecting horizontalpressed pipe to manhole

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101688581B1 (en) * 2014-11-26 2016-12-21 한국해양과학기술원 Submerged floating tunnel with ventilating tower

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200402713Y1 (en) 2005-09-05 2005-12-06 (유)전진개발 connection structure of pipe for a manhole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018088666A1 (en) * 2016-11-10 2018-05-17 한국전력공사 Manhole
KR20220112439A (en) 2021-02-04 2022-08-11 진성이앤씨 주식회사 Structure for connecting horizontalpressed pipe to manhole

Also Published As

Publication number Publication date
KR101208606B1 (en) 2012-12-06

Similar Documents

Publication Publication Date Title
JP5132005B2 (en) Earthquake-resistant reinforced concrete watertight pipe rod and method for manufacturing the same
KR101975763B1 (en) Precast Concrete Culvert and Method for Constructing the Same
WO2001084037A1 (en) Duct repairing material, repairing structure, and repairing method
CN202812489U (en) Floorslab embedded part for non-plugging penetration of stand pipe
KR101208606B1 (en) Structure for combine pipe with manhole and methode combine there of
KR101732669B1 (en) Reinforcement member, concrete box reinforced with the same and the construction method thereof
KR100749823B1 (en) Manhole, manufacturing equipment for the same, manufacturing method for the same and connecting method for the manhole with a connecting pipe
CN204691081U (en) Containing constraint bellows reinforcement lapping connection component with ribbing
KR200394863Y1 (en) Connecting Flange for Manhole Drain Pipe
KR101202372B1 (en) Water-tighting coupler for wave type steel plate
KR20190002743U (en) concrete complex manhole
KR101163724B1 (en) Structure for construction reinforced concrete pipes and Methode there of
KR200389344Y1 (en) jointing apparatus of steel ribbed pipes
CN202706239U (en) Flexible coiled material for deformation joint
KR20030028503A (en) A concrete absolutely-type merger septic tank structure and an assembly set and the construction way to establish the above-mentioned merger septic tank structure
CN214329006U (en) Waterproof structure for deformation joint of pipe gallery bottom plate
KR20150029421A (en) Manhole Using Various Connecting Pipe
KR101330998B1 (en) Manufactoring apparatus for monolithic connecting pipe of manhole
JP4327026B2 (en) Repair method and equipment for concrete
KR100836512B1 (en) Duct repairing material, repairing structure, and repairing method
KR20120047020A (en) Substructure of the sewage manhole which is composed multi material and manufacturing method the same
KR100680871B1 (en) Pipe connector soket one body type Invert manhole
CN206245355U (en) A kind of new joint waterproof structure of underground diaphragm wall
KR200221895Y1 (en) Pre-casted Culvert with manhole
CN216108923U (en) Bury prefabricated pump station barrel head structural style of wet-type

Legal Events

Date Code Title Description
A201 Request for examination
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20151126

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20161128

Year of fee payment: 5

LAPS Lapse due to unpaid annual fee