KR100748065B1 - Coupling structure for water pipe with rail-form - Google Patents

Coupling structure for water pipe with rail-form Download PDF

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Publication number
KR100748065B1
KR100748065B1 KR1020070013568A KR20070013568A KR100748065B1 KR 100748065 B1 KR100748065 B1 KR 100748065B1 KR 1020070013568 A KR1020070013568 A KR 1020070013568A KR 20070013568 A KR20070013568 A KR 20070013568A KR 100748065 B1 KR100748065 B1 KR 100748065B1
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South Korea
Prior art keywords
rail
pair
water supply
water pipe
triangular mesh
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KR1020070013568A
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Korean (ko)
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김순영
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자연엔지니어링 주식회사
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/06Accessories therefor, e.g. anchors

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

Abstract

A rail-type coupling structure for a water pipe is provided to minimize the bending and distorting of a water pipe caused by lateral pressure applied to the water pipe. A rail-type coupling structure for a water pipe comprises a pair of triangular meshes(10,10A), M-type supporting rails(20) and elastic fixtures(30). The triangular meshes(10,10A) are placed in a pit excavation groove(50), and are filled therein with rubbles. The M-type supporting rails(20) are placed on the triangular meshes(10,10A) in a longitudinal direction at constant intervals. The elastic fixtures(30) surround a water pipe(40), which is placed on the M-type supporting rails(20). Two ends of the elastic fixture(30) are inserted into insert holes of the M-type supporting rails(20) such that the water pipe(40) is settled on and fixed to the M-type supporting rails(20).

Description

상수도관의 레일식 연결구조{Coupling structure for water pipe with Rail-form}Coupling structure for water pipe with Rail-form}

도 1은 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공모습을 보인 사시도, 1 is a perspective view showing the construction of the rail-type connection structure of the water pipe according to the embodiment of the present invention,

도 2는 본 발명 실시 예인 상수도관의 레일식 연결구조의 체결모습을 보인 요부확대 사시도, Figure 2 is an enlarged perspective view of the main portion showing the fastening of the rail connection structure of the water pipe according to the embodiment of the present invention,

도 3은 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공된 모습을 보인 요부확대 정단면도, 3 is an enlarged front sectional view showing main parts of the rail-type connection structure of the water pipe according to the embodiment of the present invention;

도 4는 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공모습을 보인 평면도.Figure 4 is a plan view showing the construction of the rail connection structure of the water pipe according to the embodiment of the present invention.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

10,10a : 삼각형메쉬망체 11 : 쇄석10,10a: triangle mesh network 11: crushed stone

20 : M형지지레일 21,21a : 삽입공20: M type support rail 21,21a: insertion hole

22,22a : 러버돌기 23 : 앵커핀22,22a: rubber protrusion 23: anchor pin

30 : 탄발고정구 31 : 힌지30: bullet lock fixture 31: hinge

32 : 스프링 33,33a : 러버돌기32: spring 33,33a: rubber protrusion

34,34a : 걸림돌부 40 : 상수도관34,34a: obstructions 40: water pipe

50 : 터파기홈50: trench groove

본 발명은 상수도관의 레일식 연결구조에 관한 것으로서, 보다 상세하게는 지하에 매설된 상수도관이 부분적인 지반침하나 붕괴로 인한 횡압력에 대한 지지력이 약화로 상수도관이 좌우측으로 휘거나 뒤틀려 파손되는 것을 방지할 수 있는 상수도관의 레일식 연결구조에 관한 것이다.The present invention relates to a rail-type connection structure of a water supply pipe, and more particularly, a water supply pipe buried underground is damaged due to weakening of lateral pressure due to partial ground subsidence or collapse, and thus, the water supply pipe is bent or twisted to the left or right. The rail connection structure of the water supply pipe which can prevent the thing.

일반적으로, 공장, 주택 및 각종 시설에 상수를 공급하는 상수도관과, 사용된 하폐수를 원격지의 하수처리시설로 이송시킬 수 있는 하수도관은 지상의 공간확보 및 생활환경미화를 위해 지하에 매설된다.In general, water pipes for supplying water to factories, houses, and various facilities, and sewer pipes for transporting used sewage to remote sewage treatment facilities are buried underground to secure ground space and to beautify living environment.

한편, 상기 상하수도관의 매설은, 일정한 직경과 길이를 갖는 다수의 상하수도관을 일렬로 연통되게 연결한 구조물이 안착될 수 있는 충분한 공간으로 지면을 절개하고, 이곳에 상기 상하수도관 구조물을 길이방향을 따라 순차적으로 안착시킨 후 토사로 매몰함으로서 이루어진다. 이러한 종래 매설방법을 보면 단순히 땅을 파서 그곳에 상하수도관을 넣은 후 다시 땅을 덮는 방식이므로, 시공이 간편하여 널리 활용되고 있다. 특히, 도심지의 경우에는 상하수도관의 주변부에 위치되는 토사를 다져 토사들간의 조밀도를 높이는 한편, 상하수도관이 매설된 지면상에 콘크리트나 아스팔트 등을 도포함으로서, 지반의 침하 및 붕괴로 인한 상하수도관의 파손위험이 최소화되었다. 따라서, 상하수도관의 매설에 있어서 별도의 보강공사 없이 도 상기한 시공법만으로도 충분히 그 목적을 달성할 수 있었으며, 상하수도관의 안정성에도 별문제는 없었다.On the other hand, the embedding of the water supply and sewage pipe, cut the ground to a sufficient space to be seated structure that connects a plurality of water and sewage pipes having a constant diameter and length in a line, where the water and sewage pipe structure in the longitudinal direction According to the sequential seating is then buried in soil. Looking at the conventional method of embedding simply because digging the ground and put the water and sewage pipe there and then cover the ground again, the construction is easy and widely used. In particular, in urban areas, water and sewage pipes are formed by compacting soils located at the periphery of water and sewage pipes, thereby increasing the density of soils, and including concrete or asphalt on the ground where water and sewage pipes are buried. The risk of breakage is minimized. Therefore, in laying the sewage pipes, the above-described construction method was able to achieve the purpose without additional reinforcing work, and there was no problem in the stability of the water pipes.

하지만, 하천유역 또는 강수량이 많은 산간지역 등 지반의 붕괴와 부분적인 침하가 빈번한 곳에서는 상기한 시공법만으로는 상하수도관을 매설하는데 한계가 있다. 즉, 상기한 시공법은 상하수도관이 일방향으로 길게 연결되어 횡압력에 대한 지지력이 극히 미약하므로, 상하수도관 매설지의 경미한 지반침하로도 상하수도관이 쉽게 휘거나 뒤틀리면서 그 일부의 파손 및 틈이 발생될 수 있고, 이러한 틈을 통해 누수 및 외부 이물질의 유입이 발생될 수 있다.However, in the case of frequent ground collapse and partial settlement, such as river basins or mountainous areas with high rainfall, there is a limit to laying water and sewage pipes only by the above construction method. That is, in the above-described construction method, since the water supply and drainage pipes are long connected in one direction, the bearing capacity for the transverse pressure is extremely weak, and even a slight ground subsidence of the water supply and drainage pipe buried site may easily cause the breakage and gaps of the water supply and drainage pipe to be bent or twisted. In addition, leakage and inflow of foreign matter may occur through such gaps.

이러한 문제를 해소하기 위해 지면에 각각 고정된 다수의 앵커와 연결된 와이어가 지하에 매설된 상하수도관의 외주면과 단단히 연결되어, 부분적인 지반침하에도 상하수도관의 휨이나 뒤틀림없이 어느정도 지지될 수 있도록 된 구조가 본원고안의 고안자에 의해 고안되어 선출원(실용신안등록번호 제318224호)된 바 있다.In order to solve this problem, the wires connected to the plurality of anchors fixed to the ground are firmly connected to the outer circumferential surface of the sewer pipe, which is buried underground, so that the sewer pipe can be supported to some extent without bending or twisting the sewer pipe even when partial ground subsidence. Has been devised and filed by the inventors of the present application (Utility Model Registration No. 318224).

하지만, 선출원된 고안은 지탱할 수 있는 힘에 한계가 있어, 상기된 문제의 근원적인 해소는 이루지 못하였고, 앵커와 와이어를 상하수도관과 연결시켜야 하므로, 실제로 절개되는 지면의 너비는 상하수도관의 안착되는 실제 너비보다 크게 해야 하는 불편이 있었다.However, the proposed design has a limit to the supporting force, which does not solve the above-mentioned problem, and it is necessary to connect anchors and wires with water and sewer pipes, so that the width of the ground to be cut is actually settled by the sewer pipe. It was inconvenient to make it larger than the actual width.

한편, 근래들어 토지의 효율적인 이용을 위해 지하의 활용이 빈번한 도심지에서도, 상하수도관의 매설지와 지하공사 현장이 상호 간섭되어, 공사 중의 실수로 인해 지반이 붕괴되는 사고가 잦아졌다.On the other hand, in recent years, even in urban areas where the underground is frequently used for efficient use of land, the burial site of the water supply and sewage pipe and the underground construction site interfere with each other, and accidents in which the ground collapses due to mistakes during the construction are more frequent.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서, 지하에 매설된 상수도관이 부분적인 지반침하나 붕괴로 인한 횡압력에 대한 지지력이 약화로 상수도관이 좌우측으로 휘거나 뒤틀려 파손되는 것을 방지할 수 있는 상수도관의 레일식 연결구조를 제공함에 그 목적이 있다.The present invention is to solve the above problems, the water pipe buried in the basement can prevent the water pipe bent to the left or right side by the weakening of the lateral pressure due to partial ground subsidence or collapse due to the weakening or twisting The purpose is to provide a rail connection structure of water pipes.

이와 같은 목적을 달성하기 위하여, 본 발명은 지면의 터파기홈 내측 중심의 수평면에 나란히 맞닿아 배열되되, 내부에는 쇄석이 충전되고, 정면은 삼각형상을 이루는 삼각기둥인 한 쌍의 삼각형메쉬망체와;In order to achieve the above object, the present invention is arranged side by side in contact with the horizontal plane of the inner center of the trench groove of the ground, the inside is filled with crushed stone, the front is a pair of triangular mesh mesh of triangular prism forming a triangular shape and ;

상기 한 쌍의 삼각형메쉬망체 경사면에 대응되게 절곡형성된 M자형상의 사각바로, 상기 한 쌍의 삼각형메쉬망체 상면에 일정간격 길이방향으로 다수개 안착되되, 중심부 양측과 좌우측 하부에는 상기 한 쌍의 삼각형메쉬망체에 삽입고정되는 앵커핀이 하부로 각각 직립형성되고, 좌우측 내측면에는 상기 삼각형메쉬망체의 경사면에 수직형성된 삽입공이 일정간격 다수개 형성되며, 상기 삽입공 사이에는 돌출된 러버돌기가 형성되고, 좌우측 내측면 사이에 상수도관이 안착되어 지지되는 M형지지레일과;M-shaped square bar bent to correspond to the pair of triangular mesh mesh inclined surface, a plurality of triangle meshes are seated on the upper surface of the pair of triangular mesh at a predetermined interval in the longitudinal direction, the pair of triangular mesh on both sides of the center and the lower left and right sides Anchor pins fixed to the net are respectively formed upright to the bottom, and left and right inner surfaces are formed with a plurality of insertion holes vertically formed on the inclined surface of the triangular mesh network at regular intervals, protruding rubber protrusions are formed between the insertion holes, An M-shaped support rail on which a water conduit is seated and supported between left and right inner surfaces;

좌우측으로 분리된 ∧형상의 바로, 좌우측 각각의 중심측 선단이 힌지에 의해 축결합되어 힌지를 감싸는 스프링에 의해서 상부외측으로 탄발회동되며, 마주보는 하부 좌우측 내측면에는 러버돌기가 다수개 일정간격으로 돌출형성되고, 양측선단은 상부도 절곡된 걸림돌부가 형성되어 상기 M형지지레일의 상면에 안착된 상기 상수도관 상부를 감싸면서 양측선단이 상기 삽입공에 삽입되어 스프링의 탄성에 의해 걸림 고정됨에 따라 상기 M형지지레일에 상기 상수도관을 안착고정시키는 탄발고정구를 구비하는 특징이 있다.바로 shaped right and left separated, the center end of each left and right sides are axially coupled by the hinge, and is rotated upward and outward by a spring that surrounds the hinge, and a plurality of rubber protrusions are provided on the opposite left and right inner surfaces at regular intervals. Protrudingly formed, both ends are formed with a hook protrusion bent at the upper end to surround the upper portion of the water supply pipe seated on the upper surface of the M-shaped support rail is inserted into the insertion hole is fixed by the elasticity of the spring The M-shaped support rail is characterized in that it comprises a ballistic fixture for fixing the water supply pipe.

이하, 본 발명을 첨부된 도면에 의해 보다 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.

도 1은 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공모습을 보인 사시도이고, 도 2는 본 발명 실시 예인 상수도관의 레일식 연결구조의 체결모습을 보인 요부확대 사시도이며, 도 3은 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공된 모습을 보인 요부확대 정단면도이고, 도 4는 본 발명 실시 예인 상수도관의 레일식 연결구조의 시공모습을 보인 평면도이다.1 is a perspective view showing the construction of the rail-type connection structure of the water supply pipe according to the embodiment of the present invention, Figure 2 is an enlarged perspective view of the main portion showing the fastening of the rail-type connection structure of the water pipe according to the embodiment of the present invention, Figure 3 4 is an enlarged cross-sectional view showing main parts of the rail connection structure of the water supply pipe according to the embodiment of the present invention, and FIG. 4 is a plan view showing the construction of the rail connection structure of the water pipe according to the embodiment of the present invention.

참고로 본 발명을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 발명의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.For reference, in describing the present invention, when it is determined that a detailed description of a related known function or configuration may unnecessarily obscure the gist of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 발명에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described below are terms defined in consideration of functions in the present invention, which may vary according to the intention or convention of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것임은 물론이다.Therefore, the definition should be made based on the contents throughout the specification.

본 발명의 상수도관의 레일식 연결구조는, 쇄석(11)이 충전된 상태에서 지면의 터파기홈(50) 수평면에 안착되는 한 쌍의 삼각형메쉬망체(10,10a)와, 한 쌍의 삼각형메쉬망체(10,10a)에 걸쳐서 일정간격 고정설치되는 M형지지레일(20)과, M혈지지구(20)의 상면에 안착된 상수도관(40)을 M형지지레일(20)에 고정결합시키는 탄발고정구(30)로 구성된다.Rail-type connection structure of the water pipe of the present invention, a pair of triangular mesh meshes (10, 10a) and a pair of triangles seated on the horizontal surface of the trench groove 50 of the ground in the state in which the crushed stone (11) The M-type support rail 20 fixedly installed at regular intervals over the mesh nets 10 and 10a and the water supply pipe 40 seated on the upper surface of the M blood support 20 are fixedly coupled to the M-type support rail 20. It is composed of a bullet fixing fixture 30.

상기 삼각형메쉬망체(10,10a)는 정면은 삼각형상을 이루는 한 쌍의 삼각기둥으로, 지면의 터파기홈(50) 내측 중심의 수평면에 나란히 맞닿아 배열되되, 내부에는 쇄석(11)이 충전되어 그 형상으로 유지시킨다. The triangular mesh network (10, 10a) is a pair of triangular prism in the form of a triangular front face, arranged side by side in contact with the horizontal plane of the inner center of the trench groove 50 of the ground, inside the crushed stone (11) is filled To maintain the shape.

상기 M형지지레일(20)은 상기 한 쌍의 삼각형메쉬망체(10,10a) 경사면에 대응되게 절곡형성된 M자형상의 사각바로, 상기 한 쌍의 삼각형메쉬망체(10,10a) 상면에 일정간격 길이방향으로 다수개 안착되되, 중심부 양측과 좌우측 하부에는 상기 한 쌍의 삼각형메쉬망체(10,10a)에 삽입고정되는 앵커핀(23)이 하부로 각각 직립형성되고, 좌우측 내측면에는 상기 삼각형메쉬망체(10,10a)의 경사면에 수직되게 형성된 삽입공(21,21a)이 일정간격 다수개 형성되며, 상기 삽입공(21,21a) 사이에는 돌출된 러버돌기(22,22a)가 형성되고, 좌우측 내측면 사이에 상수도관(40)이 안착되어 지지된다. The M-shaped support rail 20 is an M-shaped square bar bent to correspond to the inclined surfaces of the pair of triangular mesh nets 10 and 10a, and has a predetermined interval length on the pair of triangular mesh nets 10 and 10a. A plurality of seated in the direction, and the anchor pins 23 which are fixed to the pair of triangular mesh meshes (10, 10a) fixed to the lower side of the center and the left and right sides, respectively, are formed upright, the left and right inner surface of the triangular mesh network A plurality of insertion holes (21, 21a) formed perpendicular to the inclined surface of the (10, 10a) is formed a predetermined interval, between the insertion holes (21, 21a) is formed a protruding rubber protrusion (22, 22a), left and right Water supply pipe 40 is seated between the inner surface is supported.

상기 탄발고정구(30)는 좌우측으로 분리된 ∧형상의 바로, 좌우측 각각의 몸체 중심측 선단이 힌지(31)에 의해 축결합되고, 힌지(31)를 감싸는 스프링(32)에 의해서 몸체 상부외측으로 탄발회동되며, 마주보는 몸체 하부 좌우측 내측면에는 러버돌기(33,33a)가 다수개 일정간격으로 돌출형성되고, 몸체 양측선단은 상부로 절곡된 걸림돌부(34,34a)가 형성되어 상기 M형지지레일(20)의 상면에 안착된 상기 상수도관(40) 상부를 감싸면서 양측선단이 상기 삽입공(21,21a)에 각각 삽입되어 스프링(32)의 탄성에 의해 걸림 고정됨에 따라 상기 M형지지레일(20)에 상기 상수도관(40)을 안착고정시킨다. The ball stopper 30 is a right-shaped right separated by the left and right, the center of each of the left and right sides of the body is axially coupled by the hinge 31, the spring 32 surrounding the hinge 31 to the outside of the upper body The ball is pivotally rotated, and a plurality of rubber protrusions 33 and 33a are formed at regular intervals on the left and right inner sides of the lower body facing each other, and both sides of the body are formed with locking protrusions 34 and 34a bent upward. Both sides of the front end of the water supply pipe 40 seated on the upper surface of the support rail 20 is inserted into the insertion hole (21, 21a), respectively, the M-shaped as the locking by the elasticity of the spring 32 The water supply pipe 40 is fixed to the support rail 20.

이와 같은 본 발명은, 쇄석(11)이 충전된 한 쌍의 삼각형메쉬망체(10,10a)에 일정간격으로 내측면과 상부를 감싸는 M형지지레일(20)을 다수개 설치한 다음, M형 지지레일(20)의 상면에 상수도관(40)을 안착시키되, 이때 상수도관(40)과 M형지지레일(20)은 도 3과 같이, 러버돌기(22,22a)에 의해서 접촉되어 상수도관(40)에 작용되는 좌우측에서의 외부충격을 흡수하여 상수도관(40)의 균열이나 파손을 방지하게 된다.The present invention, such as the M-shaped support rails (20) surrounding the inner surface and the upper portion at a predetermined interval on a pair of triangular mesh nets (10, 10a) filled with crushed stone 11, M-type The water supply pipe 40 is seated on the upper surface of the support rail 20, wherein the water supply pipe 40 and the M-type support rail 20 are contacted by the rubber protrusions 22 and 22a as shown in FIG. 3. By absorbing the external shock from the left and right sides acting on the (40) to prevent the crack or breakage of the water supply pipe (40).

상수도관(40) 상면은 탄발고정구(30)에 의해서 M형지지레일(20)에 완강하게 걸림고정되고, 이때 탄발고정구(30)는 상수도관(40)과 하부 내측면의 러버돌기(33,33a)에 의해 접촉고정되어 외부충격을 흡수하게 된다.The upper surface of the water supply pipe 40 is firmly fixed to the M-shaped support rail 20 by the carbon ball fixing fixture 30, and the carbon ball fitting ball 30 is a rubber protrusion 33 of the water supply pipe 40 and the lower inner surface. The contact is fixed by 33a) to absorb external shocks.

또한, 지하의 지반침하나 붕괴가 발생되더라도 상수도관(40)은 쇄석(11)이 충전된 삼각형메쉬망체(10,10a)에 의해 지지고정되어 그 영향을 최소화하며, 그로인해 상수도관(40)이 좌우측으로 뒤틀리거나, 휘는 경우가 전혀없이 지지고정되어진다.In addition, even if the ground subsidence or collapse occurs underground water pipe 40 is fixed by the triangular mesh mesh (10, 10a) filled with crushed stone (11, 10a) is fixed to minimize the effect, thereby the water pipe 40 It is supported and fixed without any distortion or bending to the left and right.

이와 같이, 본 발명은 지하에 매설된 상수도관이 부분적인 지반침하나 붕괴로 인한 횡압력에 대한 지지력이 약화로 상수도관이 좌우측으로 휘거나 뒤틀려 파손되는 것을 방지할 수 있는 효과가 있다.As described above, the present invention has an effect of preventing the water pipes from being bent or twisted to the left or the right due to weakening of the bearing force against the lateral pressure due to partial ground sedimentation or collapse of underground water pipes.

본 발명은 상술한 특정의 바람직한 실시 예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by those skilled in the art without departing from the gist of the present invention as claimed in the claims. Of course, such changes will fall within the scope of the claims.

Claims (1)

지면의 터파기홈 내측 중심의 수평면에 나란히 맞닿아 배열되되, 내부에는 쇄석이 충전되고, 정면은 삼각형상을 이루는 삼각기둥인 한 쌍의 삼각형메쉬망체와;A pair of triangular mesh nets arranged side by side in contact with a horizontal plane of an inner center of the trench groove of the ground, the inside being filled with crushed stone, the triangular prism forming a triangular shape; 상기 한 쌍의 삼각형메쉬망체 경사면에 대응되게 절곡형성된 M자형상의 사각바로, 상기 한 쌍의 삼각형메쉬망체 상면에 일정간격 길이방향으로 다수개 안착되되, 중심부 양측과 좌우측 하부에는 상기 한 쌍의 삼각형메쉬망체에 삽입고정되는 앵커핀이 하부로 각각 직립형성되고, 좌우측 내측면에는 상기 삼각형메쉬망체의 경사면에 수직형성된 삽입공이 일정간격 다수개 형성되며, 상기 삽입공 사이에는 돌출된 러버돌기가 형성되고, 좌우측 내측면 사이에 상수도관이 안착되어 지지되는 M형지지레일과;M-shaped square bar bent to correspond to the pair of triangular mesh mesh inclined surface, a plurality of triangle meshes are seated on the upper surface of the pair of triangular mesh at a predetermined interval in the longitudinal direction, the pair of triangular mesh on both sides of the center and the lower left and right sides Anchor pins fixed to the net are respectively formed upright to the bottom, and left and right inner surfaces are formed with a plurality of insertion holes vertically formed on the inclined surface of the triangular mesh network at regular intervals, protruding rubber protrusions are formed between the insertion holes, An M-shaped support rail on which a water conduit is seated and supported between left and right inner surfaces; 좌우측으로 분리된 ∧형상의 바로, 좌우측 각각의 중심측 선단이 힌지에 의해 축결합되어 힌지를 감싸는 스프링에 의해서 상부외측으로 탄발회동되며, 마주보는 하부 좌우측 내측면에는 러버돌기가 다수개 일정간격으로 돌출형성되고, 양측선단은 상부도 절곡된 걸림돌부가 형성되어 상기 M형지지레일의 상면에 안착된 상기 상수도관 상부를 감싸면서 양측선단이 상기 삽입공에 삽입되어 스프링의 탄성에 의해 걸림 고정됨에 따라 상기 M형지지레일에 상기 상수도관을 안착고정시키는 탄발고정구를 구비하는 상수도관의 레일식 연결구조.바로 shaped right and left separated, the center end of each left and right sides are axially coupled by the hinge, and is rotated upward and outward by a spring that surrounds the hinge, and a plurality of rubber protrusions are provided on the opposite left and right inner surfaces at regular intervals. Protrudingly formed, both ends are formed with a hook protrusion bent at the upper end to surround the upper portion of the water supply pipe seated on the upper surface of the M-shaped support rail is inserted into the insertion hole is fixed by the elasticity of the spring Rail-type connection structure of the water supply pipe having a carbon ball fastener for fixing the water supply pipe to the M-shaped support rail.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101262964B1 (en) 2012-09-11 2013-05-09 주식회사 건축사사무소도아 Braket for supporting water and waste pipe of apartment house

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KR200261900Y1 (en) 2001-10-05 2002-01-26 (주)경동기술공사 Drainpipe structure preventing a leakage of polluted water and wastewater
KR100538981B1 (en) 2005-09-23 2005-12-26 주식회사 건화엔지니어링 Waterworks pipe protection structure for soft ground installation
KR100564234B1 (en) 2005-12-21 2006-03-29 주식회사 한성종합기술단건축사사무소 Water pipe for protection damage of houses
KR100584659B1 (en) 2005-11-26 2006-05-29 (주)정도엔지니어링 The roller type protection structure of a waterworks pipe

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR200261900Y1 (en) 2001-10-05 2002-01-26 (주)경동기술공사 Drainpipe structure preventing a leakage of polluted water and wastewater
KR100538981B1 (en) 2005-09-23 2005-12-26 주식회사 건화엔지니어링 Waterworks pipe protection structure for soft ground installation
KR100584659B1 (en) 2005-11-26 2006-05-29 (주)정도엔지니어링 The roller type protection structure of a waterworks pipe
KR100564234B1 (en) 2005-12-21 2006-03-29 주식회사 한성종합기술단건축사사무소 Water pipe for protection damage of houses

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101262964B1 (en) 2012-09-11 2013-05-09 주식회사 건축사사무소도아 Braket for supporting water and waste pipe of apartment house

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