KR100697639B1 - A parent prevention of environmental up or down water earthenware coffin subsidence institution - Google Patents

A parent prevention of environmental up or down water earthenware coffin subsidence institution Download PDF

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Publication number
KR100697639B1
KR100697639B1 KR1020060100163A KR20060100163A KR100697639B1 KR 100697639 B1 KR100697639 B1 KR 100697639B1 KR 1020060100163 A KR1020060100163 A KR 1020060100163A KR 20060100163 A KR20060100163 A KR 20060100163A KR 100697639 B1 KR100697639 B1 KR 100697639B1
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South Korea
Prior art keywords
sewage
geogrid
water
pipes
sewer
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KR1020060100163A
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Korean (ko)
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최한순
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(주)케이지엔지니어링
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    • 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
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06—Accessories therefor, e.g. anchors
    • F16L1/11—Accessories therefor, e.g. anchors for the detection or protection of pipes in the ground
    • 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
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • 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
    • F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06—Accessories therefor, e.g. anchors
    • F16L1/10—Accessories therefor, e.g. anchors for aligning

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Sewage (AREA)

Abstract

An eco-friendly subsidence preventive system of a water pipe and a sewer pipe is provided to conserve natural environment by stably supporting the water pipe and the sewer pipe with taking roots of plants below the water pipe and the sewer pipe. A subsidence preventive system includes plural support frames(110) supporting a connection portion of water pipes(10) and having a recess(111) in which an insertion part(30) of the water pipe is placed, blade plates(113), a couple of assembling pieces(115) fixed on the blade plates with assembling holes(117) and assembling holes(119), an L-shaped link(120) combined with the assembling holes, a couple of connecting rods(130) combined between the assembling pieces to connect the support frames, and a vegetation unit(140) connected to the links to protect the lower outer periphery of the water pipe and to plant vines in a vegetation region. The vegetation unit has a U-shaped geogrid net(141) surrounding the lower outer periphery of the water pipe and having an inlet groove(143) opened down, a planting board(145) inserted to the inlet groove and made of coconut fiber to root the seeds of vines, and a geogrid plate(147) surrounding the lower part of the geogrid net.

Description

친환경적인 상,하수도관 침하방지시설{A parent prevention of environmental up or down water earthenware coffin subsidence institution}A parent prevention of environmental up or down water earthenware coffin subsidence institution}

도 1은 종래 상,하수도관의 구조를 나타낸 사시도,1 is a perspective view showing the structure of a conventional water and sewage pipe,

도 2는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 결합상태를 나타낸 사시도,Figure 2 is a perspective view showing a combined state of the environment-friendly water, sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention,

도 3은 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 분리상태를 나타낸 분해사시도,Figure 3 is an exploded perspective view showing the separation state of the environmentally friendly water, sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention,

도 4는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 요부단면도 및Figure 4 is a main cross-sectional view of the environment-friendly water and sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention and

도 5는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 설치상태를 나타낸 단면도.Figure 5 is a cross-sectional view showing the installation state of the environment-friendly water, sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

10 : 상,하수도관 110 : 받침프레임10: water and sewage pipe 110: support frame

120 : 고리 130 : 연결봉120: ring 130: connecting rod

140 : 식재부 141 : 지오그리드망체140: planting department 141: geogrid network

145 : 식재판 147 : 지오그리드판145: planting plate 147: geogrid plate

본 발명은 침하방지시설에 관한 것으로, 더욱 상세하게는 상,하수를 유도할 수 있도록 지층에 매설된 상,하수도관의 하부에 식물의 근계조직을 통해 상기 상,하수도관을 지지하는 별도의 침하방지시설을 설치함으로써, 상기 상,하수도관을 안정되게 지지함과 동시에 식물의 근계조직을 통해 상,하수도관이 매설된 지층의 자연환경이 훼손되는 것을 미연에 방지할 수 있도록 한 친환경적인 상,하수도관의 침하방지시설에 관한 것이다.The present invention relates to a sedimentation prevention facility, and more specifically, the sedimentation support for the water and sewage pipes through the root system of plants in the lower part of the water and sewage pipes buried in the ground to induce water and sewage. By installing a prevention facility, the water and sewage pipes can be stably supported, and at the same time, an environmentally friendly phase that prevents damage to the natural environment of the strata in which the water and sewage pipes are buried through the root system of plants. It relates to sewage prevention facilities of sewer pipes.

일반적으로, 상,하수도관은 산업현장이나 가정 등의 상수 및 하수 발생지역의 지하에 매설되어 하수, 오·폐수 또는 화학용수등을 정화시설로 흐르도록 하거나 우수, 농공업 용수 등을 하천으로 배수시키는 역할을 한다.In general, water and sewage pipes are buried underground in constant and sewage generation areas such as industrial sites and homes, so that sewage, sewage, or chemical water flows to the purification facilities, or drains rainwater, agricultural, industrial water, etc. into rivers. Play a role.

이와 같은 상,하수도관(Hume pipe)은 원심력을 이용해서 콘크리트를 균일하게 살포하여 만든 철근콘크리트제의 관으로서, 거푸집이 되는 강제(鋼製)의 관에 미리 철근을 짜 놓고, 관을 고속으로 회전시키면서 내부에 적당한 양의 콘크리트를 투입한 후 회전에 의한 원심력에 의해 콘크리트를 균일한 두께로 관을 내벽에 살포시켜 제조된다.The water pipe is made of reinforced concrete made by uniformly spreading concrete using centrifugal force. The pipe is squeezed in advance to form a steel pipe and forms the pipe at high speed. While rotating the appropriate amount of concrete inside while rotating it is produced by the centrifugal force by rotating the concrete sprayed on the inner wall of a uniform thickness.

도 1은 종래 상,하수도관의 구조를 나타낸 사시도이다.1 is a perspective view showing the structure of a conventional water and sewage pipe.

도 1을 참조하면, 종래 상,하수도관(10)은 중공관 형태의 본체(20) 일단에 상기 본체(20)보다 더 큰 내경을 갖는 삽입부(30)가 형성된다. 이에 따라, 상기 상,하수도관(10)을 지면에 설치시 상기 상,하수도관(10)을 서로 연속 반복되게 접하도록 연결하여 시공함으로써, 상기 상,하수도관(10)을 통해 하수, 오·폐수 또는 화학용수 등을 배수할 수 있게 된다. 즉, 상기 본체(20)의 일단은 그 전 단계에 접하도록 연결하는 본체(20)의 타단에 형성된 삽입부(30)에 삽입연결된다.Referring to Figure 1, the conventional upper, sewage pipe 10 is formed in one end of the main body 20 of the hollow tube form the insertion portion 30 having a larger inner diameter than the main body 20. Accordingly, when the upper and sewage pipes 10 are installed on the ground, the upper and sewage pipes 10 are continuously connected to each other so as to be repeatedly contacted with each other, thereby constructing the sewage and sewage pipes through the upper and sewer pipes 10. Wastewater or chemical water can be drained. That is, one end of the main body 20 is inserted and connected to the insertion portion 30 formed at the other end of the main body 20 to be in contact with the previous step.

이때, 상기 삽입부(30)는 상,하수도관(10)이 지면에 접지시 상기 상,하수도관(10) 상호간을 받치는 받침대 기능이 있다.At this time, the insertion part 30 has a pedestal function that supports the upper and the sewer pipes 10 when the upper and the sewer pipes 10 are grounded to the ground.

이와 같이 구성된 하수도관(10)은 하수구나 배수구 공사할 때 상기 하수도관이나 배수관의 역할을 하도록 땅 속에 다수개의 상,하수도관(10)을 연결하여 파 묻어놓는다.The sewer pipe 10 configured as described above connects a plurality of water and sewage pipes 10 in the ground so as to serve as the sewer pipe or the drain pipe when the sewer or drain pipe is constructed.

즉, 상기 하수도관을 지면에 매설하기 위해서는 소정구간의 굴착작업을 시행한 후, 그 굴착 부위에서 하수도관을 서로 연결하여 시공하게 되는데 이때, 상기 굴착부위의 편평도가 일정하지 않을 경우 상기 상,하수도관의 이음 부위가 틀어짐으로써, 상,하수도관을 따라 흐르는 하수나 오·폐수가 외부로 유출되는 문제점이 있었다.That is, in order to bury the sewer pipe on the ground, excavation work is carried out in a predetermined section, and then the sewer pipes are connected to each other at the excavation site, where the flatness of the excavation site is not constant. As the joint part of the pipe is distorted, there is a problem that the sewage and waste water flowing along the upper and sewer pipes flow out to the outside.

이러한 문제점을 해결하기 위해 최근에는 상기 상,하수도관의 하부에 이를 지지하기 위한 별도의 침하방지시설물의 개발이 활발히 이루어지고 있는 실정이다.In order to solve this problem, in recent years, the development of a separate anti-sedimentation facility for supporting the lower portion of the water and sewage pipes is actively made.

그러나 이와 같은 종래 침하방지시설은 지면에 매설시 다음과 같은 문제점이 있었다.However, such conventional settlement prevention facilities had the following problems when buried in the ground.

상,하수도관이 매설된 부위의 지층이 오염되는 문제점이 있었다.There was a problem that the strata of the site where the water and sewage pipes were buried.

즉, 상기 상,하수도관 및 이를 지지하기 위한 침하방지시설은 일반적으로 콘크리트 또는 금속재로 이루어져 있어, 우수가 지층으로 침투시 콘크리트에서 환경오염물질이 흘러내리거나 금속에서 녹물이 발생하기 때문이다.That is, the water and sewage pipes and sinking prevention facilities for supporting them are generally made of concrete or metal material, because when rainwater penetrates into the strata, environmental pollutants flow down from concrete or rust occurs in the metal.

본 발명은 종래 침하방지시설의 문제점을 감안하여 안출한 것으로, 그 목적은 상,하수를 유도할 수 있도록 지층에 매설된 상,하수도관의 하부에 식물의 근계조직을 통해 상기 상,하수도관을 지지하는 별도의 침하방지시설을 설치함으로써, 상기 상,하수도관을 안정되게 지지함과 동시에 식물의 근계조직을 통해 상,하수도관이 매설된 지층의 자연환경이 훼손되는 것을 미연에 방지할 수 있도록 한 친환경적인 상,하수도관의 침하방지시설을 제공한다.The present invention has been made in view of the problems of the conventional sinking prevention facility, the purpose of the above, the sewage pipe through the root system of the plant in the lower part of the upper and lower sewer pipes buried in the ground so as to induce water and sewage By installing a separate settlement prevention facility to support the water and sewage pipes stably, and to prevent damage to the natural environment of the strata where the water and sewage pipes are buried through the root system of plants. Provide eco-friendly sewage prevention facilities for water and sewage pipes.

상기 목적을 달성시키기 위한 본 발명은The present invention for achieving the above object

상수 및 하수를 유도할 수 있도록 지층에 길이방향으로 서로 접하도록 매설된 다수개의 상,하수도관이 침하하는 것을 방지할 수 있도록 상기 상,하수도관의 하부에 설치되는 침하방지시설에 있어서,In the sedimentation prevention facility installed in the lower part of the upper and sewer pipes to prevent the settlement of a plurality of upper and sewer pipes buried in contact with each other in the longitudinal direction to induce water and sewage,

상기 침하방지시설은 The settlement prevention facility

상기 상,하수도관과 상,하수도관의 연결부위를 지지할 수 있도록 연결부위의 하부에 설치되며, 내측에 상기 상,하수도관의 삽입부가 안착되는 홈부가 형성되고, 상부 양단에 각각 날개판이 돌출형성되며, 상기 각 날개판의 상부에 체결공을 갖는 한 쌍의 체결편이 고정설치되고, 양측 외주면에 각각 한 쌍의 결합공이 형성된 다수개의 받침프레임;It is installed at the lower part of the connection part so as to support the connection part of the upper and the sewer pipes and the upper and sewer pipes, and a groove part is formed in the upper and the sewer pipes, and a wing plate protrudes at both ends. A plurality of support frames formed with a pair of fastening pieces having fastening holes at the upper portions of the respective wing plates, and having a pair of coupling holes formed at both outer peripheral surfaces thereof;

상기 각 결합공에 볼트체결방식에 의해 체결되는 "ㄴ"자 형상의 고리;Rings of the "b" shaped to be fastened to each of the coupling holes by a bolt fastening method;

상기 상,하수도관을 따라 연속 반복되게 설치되는 받침프레임과 받침프레임을 연결할 수 있도록 상기 한 쌍의 체결편중 일측 체결편과 그 체결편과 인접한 위치에 설치된 받침프레임의 타측 체결편 사이에 볼트체결방식에 의해 결합된 한 쌍의 연결봉; 및Bolting method between one fastening piece of the pair of fastening pieces and the other fastening piece of the support frame installed at a position adjacent to the fastening piece so as to connect the support frame and the support frame which are repeatedly installed along the upper and sewer pipes. A pair of connecting rods coupled by; And

상기 다수개의 고리 중 일측 한 쌍의 고리와 그 고리와 인접한 위치에 설치된 받침프레임의 타측 한 쌍의 고리 사이에 연결되어 상기 상,하수도관의 하부 외주면을 감싸 보호하며, 내부에 덩굴식물을 식재할 수 있도록 별도의 식생공간을 갖는 식재부를 포함하여 구성된다.It is connected between a pair of rings of one side of the plurality of rings and a pair of rings of the other side of the support frame installed in a position adjacent to the ring to surround and protect the lower outer surface of the upper and sewer pipes, and to plant vine plants therein. It is configured to include a planting part having a separate vegetation space so that.

한편, 상기 식재부는 상기 상,하수도관의 하부 외주면을 감쌀 수 있도록 전체적으로 "U"자 형상을 갖으며, 하부에 하방으로 개구된 유입홈이 형성된 지오그리드망체;On the other hand, the planting portion is a geogrid network having an overall "U" shape so as to surround the lower outer peripheral surface of the upper, sewer pipes, the inlet grooves opened downward;

상기 유입홈에 삽입설치되며, 상기 덩굴식물의 씨앗이 식생할 수 있도록 코코넛섬유로 이루어진 식재판 및Inserted into the inlet groove, the planting plate made of coconut fiber so that the seeds of the vine plant vegetation and

상기 지오그리드망체의 개구된 하부를 폐쇄할 수 있도록 상기 지오그리드망체의 하부에 연결설치되는 지오그리드판을 포함하여 구성되는 것이 바람직하다.It is preferable to include a geogrid plate that is connected to the lower portion of the geogrid mesh so as to close the open lower portion of the geogrid mesh.

이하, 첨부된 도면을 참조하면서 본 발명의 바람직한 실시예에 따른 친환경적인 상,하수도관의 침하방지시설을 상세히 설명하기로 한다.Hereinafter, with reference to the accompanying drawings will be described in detail the environmentally friendly sewage prevention facility of water, sewage pipes according to a preferred embodiment of the present invention.

도 2는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 결합상태를 나타낸 사시도이고, 도 3은 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 분리상태를 나타낸 분해사시도이며, 도 4는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 요부단면도이고, 도 5는 본 발명의 바람직한 실시예에 따른 친환경 상,하수도관 침하방지시설의 설치상태를 나타낸 단면도이다.Figure 2 is a perspective view showing a combined state of the environmentally friendly water, sewage pipe settling prevention facility according to a preferred embodiment of the present invention, Figure 3 is a separation state of the environmentally friendly water, sewage pipe settling prevention facility according to a preferred embodiment of the present invention Figure 4 is an exploded perspective view showing, Figure 4 is a main cross-sectional view of the environmentally friendly water, sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention, Figure 5 is the installation of environmentally friendly water, sewage pipe subsidence prevention facilities according to a preferred embodiment of the present invention It is sectional drawing which showed state.

도 2 내지 도 5를 참조하면, 본 발명의 친환경 상,하수도관 침하방지시설(100)은 받침프레임(110), 고리(120), 연결봉(130) 및 식재부(140)를 포함하여 구성된다.2 to 5, eco-friendly water and sewage pipe subsidence prevention facility 100 of the present invention comprises a support frame 110, a ring 120, connecting rod 130 and the planting portion 140. .

상기 받침프레임(110)은 그 내측에 상기 상,하수도관(10)의 삽입부(30)가 안착되는 홈부(111)가 형성되고, 상부 양단에 각각 날개판(113)이 돌출형성된다.The support frame 110 is formed with a groove 111 in which the insertion portion 30 of the upper and sewer pipes 10 is seated therein, and wing plates 113 protrude from upper ends thereof, respectively.

이때, 상기 각 날개판(113)은 그 상부에 한 쌍의 체결편(115)이 고정설치되고, 상기 체결편(115)의 내측에는 체결공(117)이 일체로 형성된다. 또한, 상기 받침프레임(110)은 그 양측 외주면에 각각 한 쌍의 결합공(119)이 일체로 형성된다.At this time, each of the wing plate 113 is a pair of fastening piece 115 is fixedly installed on the upper portion, the fastening hole 117 is formed integrally inside the fastening piece 115. In addition, the support frame 110 has a pair of coupling holes 119 are integrally formed on both outer peripheral surfaces thereof.

한편, 상기 고리(120)는 전체적인 형상이 "ㄴ"자 형상을 갖으며, 그 단부가 상기 각 결합공(119)에 볼트체결방식으로 결합될 수 있도록 수나사부가 형성된다.On the other hand, the ring 120 has a "b" shape of the overall shape, the male thread is formed so that the end is coupled to each of the coupling holes 119 in a bolted manner.

또한, 상기 연결봉(130)은 상기 받침프레임(110)과 받침프레임(110)을 연결할 수 있도록 상기 한 쌍의 체결편(115)중 일측 체결편(115)과 그 체결편(115)과 인접한 위치에 설치된 받침프레임(110)의 타측 체결편(115) 사이에 볼트체결방식에 의해 결합된다.In addition, the connecting rod 130 is a position adjacent to one of the fastening piece 115 and the fastening piece 115 of the pair of fastening pieces 115 so as to connect the support frame 110 and the support frame 110. It is coupled by a bolting method between the other fastening piece 115 of the support frame 110 installed in.

한편, 상기 식재부(140)는 상기 상,하수도관(10)의 하부 외주면을 감싸 보호하며, 내부에 덩굴식물을 식재할 수 있도록 별도의 식생공간을 갖는다.On the other hand, the planting part 140 wraps and protects the lower outer circumferential surface of the upper and sewer pipes 10, and has a separate vegetation space to plant vine plants therein.

이때, 상기 식재부(140)는 지오그리드망체(141), 식재판(145) 및 지오그리드판(147)을 포함하여 구성된다.In this case, the planting part 140 includes a geogrid network 141, a planting plate 145, and a geogrid plate 147.

상기 지오그리드망체(141)는 전체적으로 "U"자 형상을 갖으며, 그 하부에 하방으로 개구된 유입홈(143)이 형성된다.The geogrid network 141 has an overall “U” shape, and an inflow groove 143 opened downward is formed at a lower portion thereof.

또한, 상기 식재판(145)은 상기 유입홈(143)에 삽입설치되며, 상기 덩굴식물의 씨앗(P)이 식생할 수 있도록 코코넛섬유로 이루어진다.In addition, the planting plate 145 is inserted into the inlet groove 143, made of coconut fiber so that the seeds (P) of the vine plant can be planted.

그리고, 상기 지오그리드판(147)은 상기 지오그리드망체(141)의 개구된 하부를 폐쇄할 수 있도록 상기 지오그리드망체(141)의 하부에 연결설치된다.In addition, the geogrid plate 147 is connected to the lower portion of the geogrid mesh 141 so as to close the opened lower portion of the geogrid mesh 141.

이때, 상기 지오그리드판(147)은 판상체의 망으로 이루어지는 것이 바람직하다.At this time, the geogrid plate 147 is preferably made of a plate-like net.

또한, 상기 지오그리드망체(141)와 지오그리드판(147)은 이들의 단부를 묶을 수 있도록 연결밴드로 연결되는 것이 바람직하다.In addition, the geogrid network 141 and the geogrid plate 147 is preferably connected by a connection band so as to bind their ends.

이에, 상기와 같은 구성으로 이루어진 친환경적인 상,하수도관의 침하방지시설은 상,하수를 유도할 수 있도록 지층에 매설된 상,하수도관의 하부에 식물의 근계조직을 통해 상기 상,하수도관을 지지하는 별도의 침하방지시설을 설치함으로써, 상기 상,하수도관을 안정되게 지지함과 동시에 식물의 근계조직을 통해 상,하수도관이 매설된 지층의 자연환경이 훼손되는 것을 미연에 방지할 수 있도록 한 것으로, 이에 따른 결합관계 및 작용효과를 설명하기로 한다.Thus, the environmentally friendly sewage prevention facility of the environmentally friendly water and sewage pipes has the above structure through the root system of plants in the lower part of the water and sewage pipes buried in the ground to induce water and sewage. By installing a separate settlement prevention facility to support the water and sewage pipes stably, and to prevent damage to the natural environment of the strata where the water and sewage pipes are buried through the root system of plants. As a result, the coupling relationship and the effect will be described.

먼저, 상,하수도관(10)과 상,하수도관(10)의 연결부위 하부에 각각 받침프레임(110)을 설치한다. 이때, 상기 홈부(111)에는 상,하수도관(10)이 삽입부(30)가 안착된다.First, the support frame 110 is installed at the lower portion of the connection portion of the upper and the sewer pipe 10 and the upper and the sewer pipe 10, respectively. At this time, the upper and the sewer pipe 10 is inserted into the groove portion 111, the insertion portion 30 is seated.

이후, 상기 결합공(119)에 각각 고리(120)를 볼트체결방식을 통해 체결한다.Afterwards, the coupling holes 119 are fastened to each of the rings 120 by bolting.

이후, 상기 받침프레임(110)과 받침프레임(110) 사이의 체결편(115)에 형성된 체결공(117) 사이에는 연결봉(130)을 각각 볼트체결방식에 의해 결합한다.Thereafter, the connecting rod 130 is coupled between the supporting frame 110 and the fastening hole 117 formed in the fastening piece 115 between the supporting frame 110 by a bolting method.

이에 따라, 상기 상,하수도관(10)을 따라 연속 반복되게 설치되는 받침프레임(110)과 받침프레임(110)은 견고한 연결관계를 이룰 수 있게 된다.Accordingly, the support frame 110 and the support frame 110, which are repeatedly installed along the upper and sewer pipes 10, can achieve a strong connection relationship.

이후, 상기 받침프레임(110)과 받침프레임(110) 하부에 체결된 고리(120)에는 상기 지오그리드망체(141)의 양단부가 연결되며, 상기 지오그리드망체(141)에 형성된 유입홈(143)에는 코코넛섬유로 이루어진 식재판(145)이 삽입설치된다.Then, both ends of the geogrid network 141 is connected to the ring 120 fastened to the base frame 110 and the bottom of the support frame 110, the coconut in the inlet groove 143 formed in the geogrid network 141 Planting plate 145 made of fiber is inserted.

이때, 상기 코코넛섬유의 내부에는 덩굴식물의 씨앗(P)이 삽입되어 있다.At this time, the seed (P) of the vine plant is inserted into the coconut fiber.

이후, 상기 유입홈(143)의 외측에는 상기 유입홈(143)을 폐쇄하기 위한 지오그리드판(147)이 연결밴드(미도시)에 의해 연결설치된다.Subsequently, a geogrid plate 147 for closing the inflow groove 143 is connected to the outside of the inflow groove 143 by a connection band (not shown).

이에 따라, 상기 침하방지시설물(100)을 상,하수도관(10)과 함께 매설시키면, 상기 날개판(113)이 지면을 지지하여 상기 상,하수도관(10)이 지면으로부터 지지력을 갖도록 한다.Accordingly, when the sinking prevention facility 100 is buried together with the water and sewage pipes 10, the wing plate 113 supports the ground so that the water and sewage pipes 10 have a supporting force from the ground.

또한, 상기 침하방지시설물을 시공 후, 시간이 경과하게 되면, 상기 식재판(145)에 삽입된 덩굴식물의 씨앗(P)이 발아 및 식생하여 덩굴식물의 근계조직이 상기 상,하수도관(10)을 타고 식생하여 상,하수도관(10)이 침하되지 않도록 지지함과 동시에 지층이 오염되는 것을 방지한다.In addition, if the time after the construction of the anti-sedimentation facilities, the seed (P) of the vine plant inserted into the planting plate 145 germinates and vegetation, the root system of the vine plant is the upper, sewer pipe (10) Take the vegetation and support the water and sewage pipes (10) not to settle and at the same time to prevent contamination of the strata.

본 발명에 따르면, 상,하수를 유도할 수 있도록 지층에 매설된 상,하수도관의 하부에 식물의 근계조직을 통해 상기 상,하수도관을 지지하는 별도의 침하방지시설을 설치함으로써, 상기 상,하수도관을 안정되게 지지함과 동시에 식물의 근계조직을 통해 상,하수도관이 매설된 지층의 자연환경이 훼손되는 것을 미연에 방지할 수 있는 효과가 있다.According to the present invention, by installing a sedimentation prevention facility for supporting the upper and the sewer pipes through the root system of plants in the lower part of the upper and the sewer pipes buried in the ground so as to induce the water, sewage, The sewer pipe can be stably supported and at the same time, the plant's root system can prevent damage to the natural environment of the strata where water and sewage pipes are buried.

Claims (2)

상수 및 하수를 유도할 수 있도록 지층에 길이방향으로 서로 접하도록 매설된 다수개의 상,하수도관이 침하하는 것을 방지할 수 있도록 상기 상,하수도관의 하부에 설치되는 침하방지시설에 있어서,In the sedimentation prevention facility installed in the lower part of the upper and sewer pipes to prevent the settlement of a plurality of upper and sewer pipes buried in contact with each other in the longitudinal direction to induce water and sewage, 상기 침하방지시설(100)은 The settlement prevention facility 100 상기 상,하수도관(10)과 상,하수도관(10)의 연결부위를 지지할 수 있도록 연결부위의 하부에 설치되며, 내측에 상기 상,하수도관(10)의 삽입부(30)가 안착되는 홈부(111)가 형성되고, 상부 양단에 각각 날개판(113)이 돌출형성되며, 상기 각 날개판(113)의 상부에 체결공(117)을 갖는 한 쌍의 체결편(115)이 고정설치되고, 양측 외주면에 각각 한 쌍의 결합공(119)이 형성된 다수개의 받침프레임(110);It is installed at the lower part of the connection part so as to support the connection part of the upper and the sewer pipe 10 and the upper and the sewer pipe 10, and the insertion part 30 of the upper and the sewer pipe 10 is seated inside. Grooves 111 are formed, and wing plates 113 are protruded from both upper ends thereof, and a pair of fastening pieces 115 having fastening holes 117 are fixed on top of the respective wing plates 113. A plurality of support frames 110 installed on each side of the outer circumferential surface and having a pair of coupling holes 119 formed therein; 상기 각 결합공(119)에 볼트체결방식에 의해 체결되는 "ㄴ"자 형상의 고리(120);Rings 120 of the "b" shaped to be fastened to each of the coupling holes 119 by a bolt fastening method; 상기 상,하수도관(10)을 따라 연속 반복되게 설치되는 받침프레임(110)과 받침프레임(110)을 연결할 수 있도록 상기 한 쌍의 체결편(115)중 일측 체결편(115)과 그 체결편(115)과 인접한 위치에 설치된 받침프레임(110)의 타측 체결편(115) 사이에 볼트체결방식에 의해 결합된 한 쌍의 연결봉(130); 및One side fastening piece 115 and the fastening piece of the pair of fastening pieces 115 so as to connect the support frame 110 and the support frame 110 are installed repeatedly and repeatedly along the upper, sewer pipe 10 A pair of connecting rods 130 coupled by a bolting method between the other fastening pieces 115 of the support frame 110 installed at a position adjacent to the 115; And 상기 다수개의 고리(120) 중 일측 한 쌍의 고리(120)와 그 고리(120)와 인접한 위치에 설치된 받침프레임(110)의 타측 한 쌍의 고리(120) 사이에 연결되어 상기 상,하수도관(10)의 하부 외주면을 감싸 보호하며, 내부에 덩굴식물을 식재할 수 있도록 별도의 식생공간을 갖는 식재부(140)를 포함하여 구성됨을 특징으로 하는 친환경적인 상,하수도관의 침하방지시설.The upper and sewage pipes are connected between one pair of rings 120 of the plurality of rings 120 and one pair of rings 120 of the support frame 110 installed at a position adjacent to the ring 120. Enclosing and protecting the lower outer circumferential surface of (10), environmentally friendly sewage prevention facility of the environmentally friendly water, sewage pipes, characterized in that it comprises a planting unit 140 having a separate vegetation space to plant the vine plants therein. 제 1항에 있어서,The method of claim 1, 상기 식재부(140)는 The planting part 140 is 상기 상,하수도관(10)의 하부 외주면을 감쌀 수 있도록 전체적으로 "U"자 형상을 갖으며, 하부에 하방으로 개구된 유입홈(143)이 형성된 지오그리드망체(141);A geogrid network 141 having an overall "U" shape to surround the lower outer circumferential surface of the upper and sewer pipes 10 and having an inflow groove 143 opened downward; 상기 지오그리드망체(141)의 유입홈(143)에 하부에서 삽입설치되며, 상기 덩굴식물의 씨앗(P)이 식생할 수 있도록 코코넛섬유로 이루어진 식재판(145) 및Inserted from the bottom into the inlet groove 143 of the geogrid network 141, planting plate 145 made of coconut fiber so that the seeds (P) of the vine plant can be vegetated and 하부에 상기 식재판(145)이 결합된 지오그리드망체(141)의 개구된 하부를 폐쇄할 수 있도록 지오그리드망체(141)의 하부를 감싸도록 설치되는 지오그리드판(147)을 포함하여 구성됨을 특징으로 하는 친환경적인 상,하수도관의 침하방지시설.It characterized in that it comprises a geogrid plate 147 which is installed to surround the lower portion of the geogrid mesh 141 so as to close the opened lower portion of the geogrid mesh 141 to which the planting plate 145 is coupled Environmentally friendly water and sewage pipe subsidence prevention facility.
KR1020060100163A 2006-10-16 2006-10-16 A parent prevention of environmental up or down water earthenware coffin subsidence institution KR100697639B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101954105B1 (en) 2018-08-31 2019-03-06 (주)서광건설엔지니어링 Water and sewage pipelines to prevent subsidence structure
WO2019205068A1 (en) * 2018-04-26 2019-10-31 重庆大学产业技术研究院 Ecological geogrid for slope protection
CN111895178A (en) * 2020-07-08 2020-11-06 中石化重庆天然气管道有限责任公司 Ecological protection system suitable for stone channel district pipeline

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200318186Y1 (en) * 2003-03-24 2003-06-28 주식회사 지오지 Device for connectiong pipes
KR20060063522A (en) * 2004-12-10 2006-06-12 (주)케이지엔지니어링 Device of reclaim stabilization for drain pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200318186Y1 (en) * 2003-03-24 2003-06-28 주식회사 지오지 Device for connectiong pipes
KR20060063522A (en) * 2004-12-10 2006-06-12 (주)케이지엔지니어링 Device of reclaim stabilization for drain pipe

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019205068A1 (en) * 2018-04-26 2019-10-31 重庆大学产业技术研究院 Ecological geogrid for slope protection
KR101954105B1 (en) 2018-08-31 2019-03-06 (주)서광건설엔지니어링 Water and sewage pipelines to prevent subsidence structure
CN111895178A (en) * 2020-07-08 2020-11-06 中石化重庆天然气管道有限责任公司 Ecological protection system suitable for stone channel district pipeline

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