KR20110011559U - Supporter for Burying Pipe - Google Patents

Supporter for Burying Pipe Download PDF

Info

Publication number
KR20110011559U
KR20110011559U KR2020110001219U KR20110001219U KR20110011559U KR 20110011559 U KR20110011559 U KR 20110011559U KR 2020110001219 U KR2020110001219 U KR 2020110001219U KR 20110001219 U KR20110001219 U KR 20110001219U KR 20110011559 U KR20110011559 U KR 20110011559U
Authority
KR
South Korea
Prior art keywords
support
plate
bottom plate
pillars
height adjustment
Prior art date
Application number
KR2020110001219U
Other languages
Korean (ko)
Inventor
주대길
Original Assignee
주대길
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 주대길 filed Critical 주대길
Priority to KR2020110001219U priority Critical patent/KR20110011559U/en
Publication of KR20110011559U publication Critical patent/KR20110011559U/en

Links

Images

Classifications

    • 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
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/08Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
    • F16L3/10Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing
    • 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
    • F16L3/00Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
    • F16L3/16Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
    • F16L3/20Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction
    • F16L3/205Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction having supporting springs
    • 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

Abstract

본 고안은 관매설용 지지구에 관한 것으로서, 바닥판과; 상기 바닥판의 상면에 각각 기립 형성되고 외주면에 수나사부가 각각 형성되어 있는 한 쌍의 지지기둥과; 각각 관형태로 형성되고 내표면에 암나사부가 각각 형성되어 있고 상기 암나사부와 상기 수나사부가 상호 작용하도록 상기 각 지지기둥에 각각 결합된 한 쌍의 높이조절기둥과; 오목한 곡면형태의 안착면이 형성되어 있는 지지판을 가지고, 상기 안착면이 상방향을 향하도록 상기 높이조절기둥에 결합되는 지지판부를 포함하는 것을 특징으로 한다. 이에 의해, 관체를 안정적으로 지지할 수 있다.The present invention relates to a support for buried pipe, the bottom plate; A pair of support pillars each standing up on the top surface of the bottom plate and having male threads formed on the outer circumferential surface; A pair of height adjustment pillars each formed in a tubular shape, each having a female thread portion formed on an inner surface thereof, and coupled to each of the support pillars so that the female thread portion and the male thread portion interact with each other; It has a support plate is formed with a concave curved seating surface, characterized in that it comprises a support plate coupled to the height adjustment pillar so that the seating surface facing upward. Thereby, a tubular body can be stably supported.

Description

관매설용 지지구{Supporter for Burying Pipe}Supporter for Burying Pipe}

본 고안은 관매설용 지지구에 관한 것으로서, 보다 상세하게는 관체를 지하에 매설할 때 사용하기 위한 지지구에 관한 것이다.The present invention relates to a support for pipe embedding, and more particularly, to a support for use when embedding a pipe body underground.

지하에는 오수관, 하수도관과 같은 관체가 매설되어 있으며 이들 관체를 지하에 매설할 때 사용되는 지지구가 안출되어 사용되고 있다.In the basement, pipes such as sewage pipes and sewer pipes are buried, and supports used for buried these pipes are used.

도6은 종래의 관매설용 지지구의 결합사시도이다.Figure 6 is a perspective view of the combination of the conventional support for tube embedding.

종래의 관매설용 지지구는, 도6에 도시된 바와 같이, 관지지부(110)와, 관지지부(110)를 지면에 대하여 지지하는 바닥지지부(120)와, 바닥지지부(120)에 설치된 보호판(131) 및 스프링(132)을 갖고 있다.As shown in FIG. 6, the conventional pipe embedding support includes a tube support part 110, a bottom support part 120 supporting the pipe support part 110 with respect to the ground, and a protective plate provided at the bottom support part 120. 131 and a spring 132.

관지지부(110)는 중앙영역에 반원단면의 안착면(111a)이 형성되어 있는 지지판(111)과, 지지판(111)의 전 둘레연부로부터 절곡 형성된 스커트부(112)를 갖고 있다.The tube support part 110 has the support plate 111 in which the seating surface 111a of the semicircular cross section is formed in the center area | region, and the skirt part 112 bent from the perimeter edge of the support plate 111. As shown in FIG.

지지판(111)에는 한 쌍의 지지판장공(111b)과 상부스프링지지돌기(111c)가 형성되어 있다.The support plate 111 is provided with a pair of support plate holes 111b and upper spring support protrusions 111c.

바닥지지부(120)는 바닥면부(121)와, 바닥면부(121)의 둘레연부로부터 절곡 형성된 둘레벽부(122)와, 둘레벽부(122)의 상단에 기립 형성된 한 쌍의 연결판부(123)를 갖고 있다.The bottom support portion 120 includes a bottom surface portion 121, a circumferential wall portion 122 bent from the circumferential edge of the bottom surface portion 121, and a pair of connecting plate portions 123 erected on an upper end of the circumferential wall portion 122. Have

바닥면부(121)는 내표면에 하부스프링지지돌기(121a)가 형성되어 있다.The bottom surface portion 121 has a lower spring support protrusion 121a formed on an inner surface thereof.

각 연결판부(123)에는 연결판장공(123a)이 형성되어 있다.Connection plate holes 123a are formed in each connection plate part 123.

이러한 구성을 갖는 바닥지지부(120)는 연결판부(123)가 지지판장공(111b)을 통과하도록 설치된다.The bottom support part 120 having such a configuration is installed such that the connection plate part 123 passes through the support plate hole 111b.

보호판(131)은 연결판장공(123a)을 통과하도록 설치된다.The protection plate 131 is installed to pass through the connection plate hole (123a).

스프링(132)은 상부스프링지지돌기(111c)와 하부스프링지지돌기(121a)에 양단이 지지되도록 설치된다.The spring 132 is installed to support both ends of the upper spring support protrusion 111c and the lower spring support protrusion 121a.

이러한 구성을 갖는 종래의 관매설용 지지구를 사용하는 방법을 도7을 참조하여 설명하면 다음과 같다.A method of using a conventional pipe embedding support having such a configuration will be described below with reference to FIG.

먼저 관체(204)를 설치할 장소를 터파기하여 요형(凹形))의 매설도랑(205)을 형성한다.First, the place where the tubular body 204 is to be installed is excavated to form a buried groove 205 having a concave shape.

매설도랑(205)의 바닥면에 종래의 관매설용 지지구를 간격을 두고 설치한다. 여기서 종래의 관매설용 지지구의 설치는 보호판(131)이 분리된 상태로 이루어진다.On the bottom surface of the buried trench 205, a conventional pipe embedding support is provided at intervals. Here, the installation of the conventional support for buried pipe is made in a state that the protective plate 131 is separated.

다음에 안착면(111a)에 접촉하도록 관체(204)를 설치한다.Next, the pipe body 204 is provided so as to contact the seating surface 111a.

마지막으로 보호판(131)을 설치하여 관체(204)의 유동을 방지한다.Finally, the protective plate 131 is installed to prevent the flow of the tubular body 204.

필요에 따라 관체(204)의 중간높이에 도달하도록 보강콘크리트구조물(203)을 설치할 수 있다.If necessary, the reinforced concrete structure 203 may be installed to reach the middle height of the tubular body 204.

같은 방법으로 관체(204)를 모두 설치하고 나면 매설도랑(205)을 되메우기 한다.After installing all the tubular body 204 in the same way, the buried ditch 205 is backfilled.

그런데 종래의 관매설용 지지구에 따르면, 바닥면부(121)에 대한 지지판(111)의 높이가 고정되어 있기 때문에 매설도랑(205)에 대한 관체(204)의 설치높이를 조절하기 어렵다는 문제점이 있었다. 이와 같이 매설도랑(205)의 바닥면에 대한 관체(204)의 설치높이 조절이 어려워 지면 관체(204)의 하중이 특정 지지구에 집중되어 관체(204)를 안정적으로 지지할 수 없게 된다.By the way, according to the conventional pipe buried support, there is a problem that it is difficult to adjust the installation height of the tubular body 204 to the buried groove 205 because the height of the support plate 111 is fixed to the bottom surface portion 121. . When it is difficult to adjust the installation height of the tubular body 204 with respect to the bottom surface of the buried groove 205 in this way, the load of the tubular body 204 is concentrated on a specific support, so that the tubular body 204 cannot be stably supported.

그리고 바닥면부(121)에 대한 지지판(111)의 경사도가 고정되어 있어(바닥면부와 지지판이 나란하게 배치되어 경사도는 제로)있기 때문에 매설도랑(205)의 바닥면에 대한 관체(204)의 경사도를 조절하기 어렵다는 문제점이 있었다. 이와 같이 매설도랑(205)에 대한 관체(204)의 경사도 조절이 어려워 지면 관체(204)의 하중이 특정 지지구에 집중되어 관체(204)를 안정적으로 지지할 수 없게 된다.And since the inclination of the support plate 111 with respect to the bottom surface part 121 is fixed (the bottom surface part and the support plate are arranged side by side, and the inclination is zero), the inclination of the tubular body 204 with respect to the bottom surface of the buried trench 205 is made. There was a problem that it is difficult to adjust. When the inclination of the tubular body 204 with respect to the buried trench 205 is difficult to be adjusted, the load of the tubular body 204 is concentrated on a specific support, so that the tubular body 204 cannot be stably supported.

따라서 본 고안의 목적은, 관체를 안정적으로 지지할 수 있도록 한 관매설용 지지구를 제공하는 것이다.Accordingly, an object of the present invention is to provide a support for pipe embedding, which enables the pipe body to be stably supported.

상기 목적은, 본 고안에 따라, 바닥판과; 상기 바닥판의 상면에 각각 기립 형성되고 외주면에 수나사부가 각각 형성되어 있는 한 쌍의 지지기둥과; 각각 관형태로 형성되고 내표면에 암나사부가 각각 형성되어 있고 상기 암나사부와 상기 수나사부가 상호 작용하도록 상기 각 지지기둥에 각각 결합된 한 쌍의 높이조절기둥과; 오목한 곡면형태의 안착면이 형성되어 있는 지지판을 가지고, 상기 안착면이 상방향을 향하도록 상기 높이조절기둥에 결합되는 지지판부를 포함하는 것을 특징으로 하는 관매설용 지지구에 의해 달성된다.The object, according to the present invention, the bottom plate; A pair of support pillars each standing up on the top surface of the bottom plate and having male threads formed on the outer circumferential surface; A pair of height adjustment pillars each formed in a tubular shape, each having a female thread portion formed on an inner surface thereof, and coupled to each of the support pillars so that the female thread portion and the male thread portion interact with each other; It is achieved by a support for pipe embedding, characterized in that it has a support plate having a concave curved seating surface is formed, and includes a support plate portion coupled to the height adjustment pillar so that the seating surface faces upward.

여기서 바닥판을 지면에 대하여 고정할 수 있도록, 상기 바닥판은 상기 각 지지기둥의 외측 영역에 하나씩 핀공이 두께방향을 따라 관통 형성되어 있는 것이 바람직하다.Here, the bottom plate is preferably formed through the pin hole along the thickness direction one by one in the outer region of the support pillar so that the bottom plate can be fixed to the ground.

따라서 본 고안에 따르면, 바닥판과 지지판사이에 한 쌍의 높이조절기둥을 마련함으로써, 바닥판에 대한 지지판의 높이와 경사각도를 조절할 수 있다. 이에 따라 관체의 하중이 특정 지지구에 집중되는 것을 방지하여 관체를 안정적으로 지지할 수 있다.Therefore, according to the present invention, by providing a pair of height adjustment pillar between the bottom plate and the support plate, it is possible to adjust the height and the inclination angle of the support plate relative to the bottom plate. Accordingly, it is possible to stably support the tubular body by preventing the load of the tubular body from being concentrated on a specific support.

도1은 본 고안의 실시예에 따른 관매설용 지지구의 결합사시도,
도2는 본 고안의 실시예에 따른 관매설용 지지구의 분해사시도,
도3은 도2에 도시된 바닥판의 배면사시도,
도4는 도2에 도시된 지지판의 배면사시도,
도5는 고안의 실시예에 따른 관매설용 지지구의 설치상태도,
도6은 종래의 관매설용 지지구의 결합사시도,
도7은 종래의 관매설용 지지구의 설치상태도이다.
1 is a perspective perspective view of a support for buried pipe according to an embodiment of the present invention,
Figure 2 is an exploded perspective view of a support for buried pipe according to an embodiment of the present invention,
3 is a rear perspective view of the bottom plate shown in FIG. 2;
4 is a rear perspective view of the support plate shown in FIG. 2;
5 is an installation state of the support for buried pipe according to an embodiment of the present invention,
Figure 6 is a perspective view of the combination of the conventional support for pipe embedding,
Figure 7 is a state diagram of the installation of the conventional pipe buried support.

이하에서, 첨부도면을 참조하여 본 고안을 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

도1은 본 고안의 실시예에 따른 관매설용 지지구의 결합사시도이고, 도2는 본 고안의 실시예에 따른 관매설용 지지구의 분해사시도이고, 도3은 도2에 도시된 바닥판의 배면사시도이고, 도4는 도2에 도시된 지지판의 배면사시도이다.Figure 1 is a combined perspective view of the support for buried pipe according to an embodiment of the present invention, Figure 2 is an exploded perspective view of the support for buried pipe according to an embodiment of the present invention, Figure 3 is the back of the bottom plate shown in FIG. 4 is a rear perspective view of the support plate shown in FIG.

본 고안의 실시예에 따른 관매설용 지지구는, 이들 도면에 도시된 바와 같이, 바닥판(11)과, 바닥판(11)의 상면에 각각 기립 형성된 한 쌍의 지지기둥(12)과, 지지기둥(12)에 각각 결합된 한 쌍의 높이조절기둥(13)과, 높이조절기둥(13)에 결합된 지지판부(20)를 갖고 있다.Tube buried support according to an embodiment of the present invention, as shown in these drawings, the bottom plate 11, a pair of support pillars 12 standing on the upper surface of the bottom plate 11, respectively, and support It has a pair of height adjustment pillars 13 coupled to the pillars 12, and a support plate portion 20 coupled to the height adjustment pillars 13.

바닥판(11)에는 핀공(11a), 안착리브(11b) 및 안착관(11c)이 각각 형성되어 있다.In the bottom plate 11, pin holes 11a, seating ribs 11b, and seating pipes 11c are formed, respectively.

핀공(11a)은 각 지지기둥(12)의 외측 영역에 하나씩 두께방향을 따라 관통 형성되어 있다. 바닥판(11)에 핀공(11a)을 형성함으로써, 바닥판(11)을 지면에 대하여 고정할 수 있게 된다.The pin hole 11a is formed through the thickness direction one by one in the outer region of each support pillar 12. By forming the pin hole 11a in the bottom plate 11, the bottom plate 11 can be fixed with respect to the ground.

안착리브(11b)는 격자상으로 바닥판(11)의 저면에 돌출 형성되어 있다.The mounting ribs 11b protrude from the bottom of the bottom plate 11 in a lattice form.

안착관(11c)은 바닥판(11)의 저면에 돌출 형성되어 있다.The seating tube 11c protrudes from the bottom surface of the bottom plate 11.

각 지지기둥(12)은 외주면에 수나사부(12a)가 형성되어 있다.Each support pillar 12 has a male screw portion 12a formed on its outer circumferential surface.

각 높이조절기둥(13)은 관형태(일단이 밀폐된 관형태도 포함)로 형성되어 있고, 내표면에는 암나사부(13a)가 형성되어 있다.Each height adjustment pillar 13 is formed in the form of a pipe (including a closed one end), and an internal thread portion 13a is formed on the inner surface.

이러한 구성을 갖는 높이조절기둥(13)은 암나사부(13a)와 수나사부(12a)가 상호 작용하도록 지지기둥(12)에 결합된다.The height adjustment column 13 having such a configuration is coupled to the support column 12 so that the female screw portion 13a and the male screw portion 12a interact with each other.

지지판부(20)는 지지판(21)과, 지지판(21)의 저면에 돌출 형성된 한 쌍의 보강프레임부(22)와, 지지판(21)으로부터 멀어지는 방향을 따라 배치되도록 각 보강프레임부(22)에 하나씩 형성된 한 쌍의 지지관(23)을 갖고 있다.The support plate portion 20 includes a support plate 21, a pair of reinforcement frame portions 22 protruding from the bottom of the support plate 21, and each reinforcement frame portion 22 so as to be disposed along a direction away from the support plate 21. It has a pair of support pipes 23 formed one by one.

지지판(21)에는 안착면(21a)과 결속보조홈(21b)이 형성되어 있다.The support plate 21 is provided with a seating surface 21a and a binding auxiliary groove 21b.

안착면(21a)은 오목한 곡면형태로 형성되어 있다.The seating surface 21a is formed in the shape of a concave curved surface.

결속보조홈(21b)은 지지판(21)의 길이방향 양측 연부에 하나씩 절취 형성되어 있다.The binding auxiliary groove 21b is cut off one by one at both edges in the longitudinal direction of the support plate 21.

이러한 구성을 갖는 지지판부(20)는 안착면(21a)이 상방향을 향한 상태에서 각 지지관(23)에 높이조절기둥(13)을 진입시켜 높이조절기둥(13)에 결합시킬 수 있다.Support plate portion 20 having such a configuration can be coupled to the height adjustment column 13 by entering the height adjustment column 13 to each support tube 23 in a state in which the seating surface (21a) is directed upward.

이러한 구성을 갖는 본 고안의 실시예에 따른 관매설용 지지구를 사용하는 방법을 도5를 참조하여 설명하면 다음과 같다.Referring to Figure 5 how to use the support for buried pipe according to an embodiment of the present invention having such a configuration as follows.

먼저 관체(204)를 설치할 장소를 터파기하여 요형(凹形))의 매설도랑(205)을 형성한다.First, the place where the tubular body 204 is to be installed is excavated to form a buried groove 205 having a concave shape.

매설도랑(205)의 바닥면에 본 고안의 실시예에 따른 관매설용 지지구를 간격을 두고 복수개 설치한다. 바닥판(11)은 안착리브(11b)와 안착관(11c)에 흙이 진입하는 것에 의해 유동이 방지된다.On the bottom surface of the buried trench 205 is installed a plurality of support for pipe embedding at intervals according to the embodiment of the present invention. The bottom plate 11 is prevented from flowing by entering soil into the seating ribs 11b and the seating pipes 11c.

다음에 앵커핀(201)을 각 핀공(11a)을 통해 지면 아래로 진입하도록 설치한다.Next, the anchor pin 201 is installed to enter the ground through each pin hole 11a.

다음에 안착면(21a)에 접촉하도록 관체(204)를 설치한다. 설치된 관체(204)의 양측에 좌우유동방지부재를 설치할 수 있다.Next, the tube body 204 is provided so as to contact the seating surface 21a. The left and right flow prevention members can be installed on both sides of the installed pipe 204.

다음에 높이조절기둥(13)을 회전조작하여 관체(204)의 하중이 특정 관매설용 지지구에 집중되지 않도록 바닥판(11)에 대한 지지판(21)의 높이를 조절한다.Next, the height adjustment column 13 is rotated to adjust the height of the support plate 21 with respect to the bottom plate 11 so that the load of the tube 204 is not concentrated on a specific pipe embedding support.

다음에 결속끈(202)을 사용하여 관체(204)를 바닥판(11)에 결속시킨다. 이 때 관체(204)의 결속은 결속끈(202)이 결속보조홈(21b)을 통과하도록 이루어진다.Next, the tubular body 204 is bound to the bottom plate 11 using the binding string 202. At this time, the binding of the tubular body 204 is made such that the binding string 202 passes through the binding auxiliary groove 21b.

다음에 관체(204)의 중간높이에 도달하도록 보강콘크리트구조물(203)을 설치한다.Next, a reinforcement concrete structure 203 is installed to reach the middle height of the tubular body 204.

같은 방법으로 관체(204)를 모두 설치하고 나면 매설도랑(205)을 되메우기 한다.After installing all the tubular body 204 in the same way, the buried ditch 205 is backfilled.

상술한 바와 같이 본 고안의 실시예에 따르면, 바닥판(11)과 지지판(21)사이에 한 쌍의 높이조절기둥(13)을 마련함으로써, 바닥판(11)에 대한 지지판(21)의 높이와 경사각도를 조절할 수 있게 된다. 이에 따라 관체(204)의 하중이 특정 지지구에 집중되는 것을 방지하여 관체(204)를 안정적으로 지지할 수 있게 된다.According to the embodiment of the present invention as described above, by providing a pair of height adjustment column 13 between the bottom plate 11 and the support plate 21, the height of the support plate 21 relative to the bottom plate 11 And tilt angle can be adjusted. Accordingly, the load of the tubular body 204 can be prevented from being concentrated on a specific support, so that the tubular body 204 can be stably supported.

그리고 바닥판(11)에 핀공(11a)을 형성함으로써, 바닥판(11)을 지면에 대하여 고정할 수 있게 된다.And by forming the pin hole 11a in the bottom plate 11, the bottom plate 11 can be fixed with respect to the ground.

11 : 바닥판 12 : 지지기둥
13 : 높이조절기둥 20 : 지지판부
21, 111 : 지지판 22 : 보강프레임부
23 : 지지관 110 : 관지지부
120 : 바닥지지부 131 : 보호판
132 : 스프링
11: bottom plate 12: support pillar
13: height adjustment column 20: support plate
21, 111: support plate 22: reinforcing frame portion
23: support pipe 110: pipe support
120: floor support 131: protective plate
132: spring

Claims (2)

바닥판과;
상기 바닥판의 상면에 각각 기립 형성되고 외주면에 수나사부가 각각 형성되어 있는 한 쌍의 지지기둥과;
각각 관형태로 형성되고 내표면에 암나사부가 각각 형성되어 있고 상기 암나사부와 상기 수나사부가 상호 작용하도록 상기 각 지지기둥에 각각 결합된 한 쌍의 높이조절기둥과;
오목한 곡면형태의 안착면이 형성되어 있는 지지판을 가지고, 상기 안착면이 상방향을 향하도록 상기 높이조절기둥에 결합되는 지지판부를 포함하는 것을 특징으로 하는 관매설용 지지구.
Bottom plate;
A pair of support pillars each of which is formed on the upper surface of the bottom plate and each of which has a male screw portion formed on an outer circumferential surface thereof;
A pair of height adjustment pillars each formed in a tubular shape, each having a female thread portion formed on an inner surface thereof, and coupled to each of the support pillars so that the female thread portion and the male thread portion interact with each other;
And a support plate having a support plate having a concave curved seating surface, the support plate being coupled to the height adjustment pillar such that the seating surface faces upward.
제1항에 있어서,
상기 바닥판은 상기 각 지지기둥의 외측 영역에 하나씩 핀공이 두께방향을 따라 관통 형성되어 있는 것을 특징으로 하는 관매설용 지지구.
The method of claim 1,
The bottom plate is a support for burying pipes, characterized in that the pin hole is penetrated in the thickness direction one by one in the outer region of the support pillar.
KR2020110001219U 2011-02-14 2011-02-14 Supporter for Burying Pipe KR20110011559U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020110001219U KR20110011559U (en) 2011-02-14 2011-02-14 Supporter for Burying Pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020110001219U KR20110011559U (en) 2011-02-14 2011-02-14 Supporter for Burying Pipe

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
KR2020100005886U Division KR200453240Y1 (en) 2010-06-07 2010-06-07 Duct Support

Publications (1)

Publication Number Publication Date
KR20110011559U true KR20110011559U (en) 2011-12-14

Family

ID=53682964

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2020110001219U KR20110011559U (en) 2011-02-14 2011-02-14 Supporter for Burying Pipe

Country Status (1)

Country Link
KR (1) KR20110011559U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101865749B1 (en) * 2017-04-10 2018-06-11 주식회사 홍우비앤티 Pc trench
CN109356353A (en) * 2018-11-28 2019-02-19 金螳螂精装科技(苏州)有限公司 A kind of ground layer mounting structure of subsided rest room

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101865749B1 (en) * 2017-04-10 2018-06-11 주식회사 홍우비앤티 Pc trench
CN109356353A (en) * 2018-11-28 2019-02-19 金螳螂精装科技(苏州)有限公司 A kind of ground layer mounting structure of subsided rest room

Similar Documents

Publication Publication Date Title
KR101652163B1 (en) Concrerte pannel for retaining wall and method for constructing retaining wall using the same
KR100998253B1 (en) Temporary Structure For Land-Side Protection Wall
JP5272923B2 (en) Earth retaining structure
KR100795084B1 (en) Post supporting base
KR20110011559U (en) Supporter for Burying Pipe
KR20130088983A (en) Bracket assembly and pillar with the same
KR200453240Y1 (en) Duct Support
EP3420138A1 (en) Anchoring device for a fence
KR20180129150A (en) Block type reinforcement retaining wall structure and it's construction method
KR20190010947A (en) Base plate upside buried integral concrete foundation block
KR101138024B1 (en) Retaining wall structure
KR102338259B1 (en) Septic system and the construction method thereof
KR101664668B1 (en) Structure for connecting earth retaining wall
KR101978766B1 (en) The wall members and underground wall construction method using the same
JP3131502U (en) Mountain retaining plate for lining work
KR20180106747A (en) Self-assembly water tank structure for sewerage or rainwater and construction method thereof
KR101247790B1 (en) drainage board combining structure for under ground basement
KR101803767B1 (en) Assembly for reinforcing head part of steel tube pile and steel tubepile assembly including the same
JP2007198032A (en) Earth retaining wall body using hollow cement panel and its construction method
JP2007023642A (en) Support block structure of column member
JP6329824B2 (en) Yamato member and road surface lining method
KR101551906B1 (en) Retaining wall with preserving block and construction method thereof
US20170306584A1 (en) System, method and apparatus for integrated water management of a basement
KR101337279B1 (en) Construction type manhole
JP6921371B2 (en) Gradient drain

Legal Events

Date Code Title Description
A201 Request for examination
U106 Divisional application of utility model
E902 Notification of reason for refusal
E601 Decision to refuse application
J201 Request for trial against refusal decision

Free format text: TRIAL AGAINST DECISION OF REJECTION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL

J301 Trial decision

Free format text: TRIAL DECISION FOR APPEAL AGAINST DECISION TO DECLINE REFUSAL REQUESTED 20111125

Effective date: 20120515