KR100676681B1 - Supprot apparatus of drainage - Google Patents

Supprot apparatus of drainage Download PDF

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Publication number
KR100676681B1
KR100676681B1 KR1020050111065A KR20050111065A KR100676681B1 KR 100676681 B1 KR100676681 B1 KR 100676681B1 KR 1020050111065 A KR1020050111065 A KR 1020050111065A KR 20050111065 A KR20050111065 A KR 20050111065A KR 100676681 B1 KR100676681 B1 KR 100676681B1
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South Korea
Prior art keywords
sewer pipe
support
upper frame
sewer
sewage pipe
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KR1020050111065A
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Korean (ko)
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최기영
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(주)화신엔지니어링
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/46—Foundations for supply conduits or other canals
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03F—SEWERS; CESSPOOLS
    • E03F3/00—Sewer pipe-line systems
    • E03F3/06—Methods of, or installations for, laying sewer pipes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/14—Geometrical or physical properties resilient or elastic
    • E02D2200/146—Springs

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Sewage (AREA)

Abstract

A sinking prevention sewage pipe supporting device is provided to prohibit a sewage pipe from being damaged according as the soft ground sinks by elastically supporting an upper frame installed under the sewage pipe. A sinking prevention sewage pipe comprises a supporting box(30) placed on the upper surface of the foundation concrete, and provided with a fixing pin upwardly projected at the center of the lower surface inside; a pair of vertical bars(31) upwardly projected at both sides of the supporting box; an upper frame(50) fitted to the upper part of the supporting box, and formed with an insertion hole(51) inserted in the vertical bar at both side of the upper surface; a placing groove(52) formed at the center of the upper surface of the upper frame to place sewage pipe; and a spring(40) installed in the supporting box to elastically support the upper frame.

Description

침하방지용 하수도관 지지장치{SUPPROT APPARATUS OF DRAINAGE}Sewage pipe support device to prevent subsidence {SUPPROT APPARATUS OF DRAINAGE}

도1은 종래 방법에 의한 하수도관 지지구를 나타낸 단면도.1 is a cross-sectional view showing a sewer pipe support according to a conventional method.

도2는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 분해 사시도.Figure 2 is an exploded perspective view showing a sewer pipe support device for preventing settlement according to the present invention.

도3은 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 사시도.Figure 3 is a perspective view showing a sewer pipe support device for preventing settlement according to the present invention.

도4는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 단면도.Figure 4 is a sectional view showing a sewer pipe support device for preventing settlement according to the present invention.

도5는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 종 단면도.Figure 5 is a longitudinal cross-sectional view showing a sewer pipe support device for preventing settlement according to the present invention.

<도면의 주요부분에 대한 부호의 설명><Description of Symbols for Main Parts of Drawings>

10 : 토사 11 : 기초 콘크리트10: earth and sand 11: foundation concrete

20 : 하수도관 20 : 하수도관20: sewer pipe 20: sewer pipe

30 : 지지박스 31 : 수직바30: support box 31: vertical bar

32 : 통공 33 : 고정핀32: through hole 33: fixed pin

40 : 스프링 50 : 상부틀40: spring 50: upper frame

51 : 끼움공 52 : 안착홈51: fitting hole 52: seating groove

60 : 상부 보호판60: upper protection plate

본 발명은 침하방지용 하수도관 지지장치에 관한 것으로서, 더욱 상세하게는 복수개의 하수도관을 길이방향으로 연결 및 매립할 때 상기 하수도관이 매립된 지반의 침하로 하수도관 및 그 하수도관의 연결부가 파손되는 것을 방지할 수 있도록 하수도관을 지지할 수 있도록 구성된 침하방지용 하수도관 지지장치에 관한 것이다.The present invention relates to a sewer pipe support device for preventing settlement, more specifically, when connecting and buried a plurality of sewer pipes in the longitudinal direction, the sewage pipe and the connection part of the sewer pipe due to the settlement of the ground where the sewer pipe is embedded It relates to a sewer pipe sewer support device configured to support the sewer pipe to prevent it from becoming.

일반적으로 하수도관은 지하에 매설되어 하수를 집수정 또는 하수처리장으로 안내하는 용도로 사용되는데, 많은 양의 하수를 공급할 때에는 콘크리트를 원재료하여 만들어진 콘크리트 수도관(Hume pipe)(이하 "하수도관"이라 한다)이 널리 사용되고 있으며, 이러한 하수도관은 지하에 매설되는 것이며, 원거리에 하수를 처리하기 위해서 일정한 길이로 제작된 복수개의 하수도관을 길이방향으로 연결하고 있다.In general, sewage pipes are used underground to guide sewage to a sump or sewage treatment plant. When supplying a large amount of sewage, a concrete water pipe (hereinafter referred to as "sewerage pipe") is made of concrete raw materials. ) Is widely used, and these sewer pipes are buried underground, connecting a plurality of sewer pipes made of a constant length in a longitudinal direction to treat sewage at a distance.

도1은 종래 방법에 의한 하수도관의 연결상태를 나타낸 단면도이다.1 is a cross-sectional view showing a connection state of the sewer pipe according to the conventional method.

여기에서 참조되는 바와 같이 하수도관(1)은 일정한 길이(L)와 내경(d) 및 외경(D)을 갖도록 콘크리트로 성형되어 있되, 하수도관(1)의 일단에는 연결되는 또 다른 하수도관(1)이 끼워질 수 있도록 내부의 직경이 하수도관(1)의 외경(D)과 동일하도록 확장부(2)가 형성되어 있다,As referred to here, the sewer pipe (1) is formed of concrete to have a certain length (L), an inner diameter (d) and an outer diameter (D), but another sewer pipe connected to one end of the sewer pipe ( The expansion part 2 is formed so that the diameter inside may be equal to the outer diameter D of the sewer pipe 1 so that 1) may be fitted,

이러한 구조의 하수도관(1)을 지하에 매설할 때에는 먼저 굴삭기와 같은 장비를 이용하여 토사(3)를 하수도관(1)이 매설될 깊이와 폭으로 일정길이를 파내어 요입부를 형성한다.When the sewer pipe (1) of such a structure is buried underground, the earth and sand (3) using a device such as an excavator to excavate a predetermined length to a depth and width to be embedded in the sewer pipe (1) to form a recess.

즉, 하수도관(1)이 설치될 위치에 대한 터파기 작업을 실시한다.That is, the excavation work for the position where the sewer pipe (1) is to be installed.

이후 상기 하수도관(1)이 매설될 요입부의 토사(3) 표면을 고른 다음 토사(3)의 표면에 기초 콘크리트(4)를 타설하고, 상기 콘크리트(4)의 상면에 복수개의 하수도관(1)을 길이방향으로 연속적으로 서로 연결되게 매립한다.Thereafter, the surface of the sediment (3) of the recessed portion where the sewer pipe (1) is to be embedded is selected, and the foundation concrete (4) is poured on the surface of the soil (3), and the plurality of sewer pipes (1) ) Are embedded so that they are connected to each other continuously in the longitudinal direction.

즉, 기초 콘트리트(4)의 상면에 복수개의 지지대(6)를 등간격으로 설치한 후 상기 지지대(6)의 상면에 하수도관(1)을 설치하되, 서로 마주보는 두 개의 하수도관(1)중 하나의 하수도관(1)의 일단에 형성된 확장부(2)에 또 다른 하수도관(1)의 타단을 근접시킨 상태에서 상기 확장부(2)의 내부로 또 다른 하수도관(1)을 끼워 삽입한다.That is, after installing a plurality of supports (6) at equal intervals on the upper surface of the foundation concrete (4) to install the sewer pipe (1) on the upper surface of the support (6), two sewer pipes facing each other (1) Another sewer pipe 1 is inserted into the expansion part 2 while the other end of the other sewer pipe 1 is close to the expansion part 2 formed at one end of the sewer pipe 1. Insert it.

이후 상기 하수도관(1)의 연결부인 확장부(2)의 외측 둘레면에 모래와 시멘트가 물에 의해 혼합되어 만들어진 몰타르(5)를 타설하고, 수도관(1)이 지중에 매립되게 되메우기 작업을 하고 있다.Thereafter, the mortar (5) made by mixing sand and cement by water is poured on the outer circumferential surface of the expansion part (2), which is a connection part of the sewer pipe (1), and the water pipe (1) is refilled to be buried in the ground. Doing.

그러나 종래에는 하수도관(1)과 기초 콘크리트(4)의 사이에 설치되는 지지대(6)는 단순히 하수도관(1)을 지지하기 위한 블록, 즉 벽돌이 주로 이용되므로 하수도관(1)이 연약지반에 설치된 경우 침하가 발생되면, 하수도관(1)과 지지대(6)가 분리되었으며, 이때에는 하수도관(1)을 하부를 지지하는 지지력이 해제되어 상기 하수도관(1)이 파손되는 등의 문제점이 있었다.However, in the related art, the support 6 installed between the sewer pipe 1 and the foundation concrete 4 is simply a block for supporting the sewer pipe 1, that is, a brick is mainly used, so that the sewer pipe 1 is soft ground. If settling occurs in the sewage, sewage pipe (1) and the support (6) has been separated, at this time, the sewage pipe (1) to support the lower part of the support force is released, such that the sewer pipe (1) is damaged, etc. There was this.

그에 따라 주변 토사가 오염되는 문제가 심각하게 발생되었다.As a result, the problem of pollution of the surrounding soil seriously occurred.

본 발명은 상기한 문제점을 해결하기 위하여 발명한 것으로서, 그 목적은 지중에 매립되는 하수도관의 하부를 지지하는 장치를 스프링으로 탄력 설치하여 연약 지반의 침하로 인한 하수도관의 파손을 미연에 방지할 수 있으며, 특히 부등침하에 따른 이음부의 누설로 인한 토양 오염 및 하수도관의 파손 등의 문제점을 최소화할 수 있도록 구성된 침하방지용 하수도관 지지장치를 제공함에 있다.The present invention has been invented to solve the above problems, its purpose is to elastically install the device for supporting the lower part of the sewer pipe buried in the ground with a spring to prevent damage to the sewer pipe due to settlement of the soft ground in advance. In particular, the present invention provides a sewer pipe support device for preventing settlement, which is configured to minimize problems such as soil contamination and sewer pipe breakage due to leakage of the joint part due to uneven settlement.

상기 목적을 달성하기 위한 본 발명의 특징적인 구성을 설명하면 다음과 같다.Referring to the characteristic configuration of the present invention for achieving the above object is as follows.

본 발명의 침하방지용 하수도관 지지장치는 하수도관을 매립하기 위하여 터파기 공사를 수행한 토사의 상면에 타설되는 기초 콘크리트와, 상기 기초 콘크리트의 상부에 연결 설치되는 복수개의 하수도관을 지지하는 지지장치에 있어서, 상기 기초 콘크리트의 상면에 안착되고 내측 저면 중앙에는 고정핀이 상향 돌출되게 형성된 지지박스와, 상기 지지박스의 양 측면에 상향 돌출되게 설치된 한 쌍의 수직바와, 상기 지지박스의 상부에 끼워지고 상면 양측에는 수직바가 끼워지는 끼움공이 형성된 상부틀과, 상기 하수도관이 안착되게 상부틀의 상면 중앙에 형성된 안착홈과, 상기 상부틀을 탄력 지지하도록 지지박스의 내부에 설치된 스프링을 포함하여서 된 것이다.The sewer pipe support device for preventing sedimentation of the present invention is a support device for supporting a plurality of sewer pipes installed on the upper surface of the foundation concrete, and the sewage pipes connected to the top of the foundation concrete to carry out the excavation work to bury the sewer pipe In the above, the support box is formed on the upper surface of the base concrete and the inner bottom surface is formed with a fixing pin protruding upwards, a pair of vertical bars protruding upwards on both sides of the support box, and fitted to the upper portion of the support box Both sides of the upper surface of the upper frame is formed with a fitting hole fitted with a vertical bar, a seating groove formed in the center of the upper surface of the upper frame so that the sewer pipe is seated, and a spring installed inside the support box to elastically support the upper frame. will be.

이와 같은 특징을 갖는 본 발명을 상세하게 설명하면 다음과 같다.Referring to the present invention having such characteristics in detail as follows.

도2는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 분해 사시도이고, 도3은 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 사시도이며, 도4는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 단면도이고, 도5는 본 발명에 따른 침하방지용 하수도관 지지장치를 나타낸 종 단면도이다.Figure 2 is an exploded perspective view showing a sewage pipe support device for preventing settlement according to the present invention, Figure 3 is a perspective view showing a sewer pipe support device for preventing settlement according to the present invention, Figure 4 is a sewer pipe support device for preventing settlement according to the present invention. 5 is a longitudinal cross-sectional view showing a sewer pipe support device for preventing settlement according to the present invention.

여기에서 참조되는 바와 같이 본 발명은 지중에 매립되는 하수도관(20)을 지지하도록 터파기 공사를 수행한 토사(10)의 상면에 기초 콘크리트(11)가 타설되어 있고, 그 기초 콘크리트(11)의 상면에는 지지박스(30)가 안착되어 있으며, 상기 지지박스(30)의 내측 저면 중앙에는 고정핀(33)이 상향 돌출되게 형성되어 있다.As referred to herein, in the present invention, the foundation concrete 11 is poured on the upper surface of the earth and sand 10 which has been excavated to support the sewer pipe 20 embedded in the ground, and the foundation concrete 11 The upper surface of the support box 30 is seated, the fixing pin 33 is formed to protrude upward in the center of the inner bottom surface of the support box (30).

상기 지지박스(30)는 직사각형 형태이고 지중에 매설되는 부재로, 콘크리트 또는 플라스틱 등의 재질로 제작하여 사용할 수 있다.The support box 30 is a rectangular shape and is a member embedded in the ground, and may be manufactured and used in a material such as concrete or plastic.

또한, 상기 지지박스(30)의 양 측면에는 수직바(31)가 상부로 돌출되게 설치되어 있되, 그 수직바(31)는 지지박스(30)의 상측으로 돌출되어 있다.In addition, both sides of the support box 30, the vertical bar 31 is installed to protrude upward, the vertical bar 31 is protruded to the upper side of the support box (30).

한편, 상기 지지박스(30)의 상부에는 상부틀(50)이 끼워져 있되, 그 상부틀(50)의 상면 양측에는 수직바(31)가 끼워지는 끼움공(51)이 형성되어 있고, 상기 상부틀(50)의 상면 중앙에는 하수도관(20)이 안착되는 안착홈이 형성되어 있다.On the other hand, the upper frame 50 is fitted to the upper portion of the support box 30, the upper side of the upper surface of the upper surface 50 of the vertical bar 31 is fitted with the fitting hole 51 is formed, the upper In the center of the upper surface of the mold 50, a seating groove for seating the sewer pipe 20 is formed.

그리고, 상기 지지박스(30)의 내부에는 상부틀(50)을 탄력 지지하는 스프링(40)이 내장되어 있다.And, the interior of the support box 30 has a built-in spring 40 for elastically supporting the upper frame (50).

상기 스프링(40)은 도면과 같이 코일 스프링이 설치된다.The spring 40 is provided with a coil spring as shown.

또한, 상기 수직바(31)의 상부에는 통공(32)이 형성되어 있고, 그 통공(32)에는 하수도관(20)의 상면을 보호하기 위한 상부 보호판(60)이 설치되어 있다.In addition, a through hole 32 is formed in an upper portion of the vertical bar 31, and the through hole 32 is provided with an upper protection plate 60 for protecting the upper surface of the sewer pipe 20.

이와 같이 구성된 본 발명을 상세히 설명하면 다음과 같다.Referring to the present invention configured as described in detail as follows.

먼저, 하수도관(20)을 지하에 매설할 때에는 먼저 지면을 굴삭기와 같은 장비를 이용하여 하수도관(20)이 매설될 깊이와 폭으로 일정길이를 파내는 터파기 공사를 수행한다.First, when the sewer pipe 20 is buried underground, first, using a device such as an excavator to excavate the excavation work to dig a predetermined length to a depth and width to be embedded in the sewer pipe 20.

이후 상기 하수도관(20)이 매설될 토사(10) 표면을 고른 다음 토사(10)의 표면에 기초 콘트리트(11)를 타설한다.Thereafter, the sewage pipe 20 selects the surface of the earth and sand 10 to be embedded, and then the foundation concrete 11 is poured on the surface of the soil sand 10.

그리고, 상기 기초 콘트리트(11)의 상면에 복수개의 지지박스(30)를 등간격으로 설치하고, 상기 각 지지박스(30)의 내부에 스프링(40)을 설치한 후 지지박스(30)의 상면에 상부틀(50)을 설치한다.Then, a plurality of support boxes 30 are installed on the upper surface of the basic concrete 11 at equal intervals, and after the springs 40 are installed in the respective support boxes 30, the upper surface of the support box 30 is provided. Install upper frame 50 on.

상기 상부틀(50)을 설치할 때에는 그 상부틀(50)에 형성된 끼움공(51)에 수직바(31)를 끼우면 상부틀(50)은 지지박스(30)의 상면에 스프링(40)으로 탄력 지지되는 것이다.When installing the upper frame 50, the vertical bar 31 is inserted into the fitting hole 51 formed in the upper frame 50, the upper frame 50 is elastic with a spring 40 on the upper surface of the support box 30 It is supported.

이러한 상태에서 상기 상부틀(50)에 형성된 안착홈(52)에 하수도관(20)을 설치하는 것이다.In this state is to install the sewer pipe 20 in the seating groove 52 formed in the upper frame 50.

즉, 상기 안착홈(52)에 하수도관(20)을 설치하면 그 하수도관(20)의 자중에 의해서 상부틀(50)이 하부로 이동되면서 스프링(40)을 압축하게 되는 것이며, 복수개의 하수도관(20)이 계속적으로 서로 연결되게 설치하되, 서로 마주보는 두개의 하수도관(20)중 하나의 하수도관(20)의 일단에 형성된 확장부(21)에 또 다른 하수도관(20)의 타단을 근접시킨 상태에서 상기 확장부(21)의 내부로 또 다른 하수도관(20)을 끼워 삽입한다.That is, when the sewer pipe 20 is installed in the seating groove 52, the upper frame 50 is moved downward by the weight of the sewer pipe 20, thereby compressing the spring 40, a plurality of sewerage Pipe 20 is continuously installed to be connected to each other, the other end of the other sewer pipe 20 in the expansion portion 21 formed on one end of one of the two sewer pipe (20) facing each other sewage pipe (20) Insert another sewage pipe 20 into the interior of the expansion portion 21 in the proximity state.

한편, 상기 상부틀(50)의 상측으로 돌출되는 수직바(31)의 통공(32)에 상부 보호판(60)을 끼우면 상기 상부 보호판(60)은 하수도관(20)의 상면에 감싸여지게 되는 것이다.On the other hand, when the upper protection plate 60 is inserted into the through-hole 32 of the vertical bar 31 protruding to the upper side of the upper frame 50, the upper protection plate 60 is wrapped on the upper surface of the sewer pipe 20 will be.

이후 상기 하수도관(20)의 연결부인 확장부(21)의 외측 둘레면에 모래와 시 멘트가 물에 의해 혼합되어 만들어진 몰타르(70)를 타설하고, 하수도관(20)이 지중에 매립되게 되메우기 작업을 하고 있다.After pouring the mortar (70) made by mixing sand and cement by the water on the outer circumferential surface of the expansion portion 21, which is the connection portion of the sewer pipe 20, and backfill the sewer pipe 20 is buried in the ground I'm working.

이와 같이 하수도관(20)이 연약지반에 매립되어 침하가 발생되거나, 우수의 유입으로 토사(10)의 일부분에 침하가 발생되면, 상부틀(50)을 탄력 지지하는 스프링(40)의 복원력에 의해서 상부틀(50)은 지지박스(30)의 상부로 이동되므로 하수도관(20)의 저면을 연속적으로 지지하게 되는 것이다.In this way, when the sewer pipe 20 is buried in the soft ground, the settlement occurs, or if a settlement occurs in a part of the soil 10 by the inflow of rainwater, the restoring force of the spring 40 to elastically support the upper frame 50 By the upper frame 50 is moved to the upper portion of the support box 30 will be to continuously support the bottom of the sewer pipe 20.

이와 같이 본 발명은 지중에 매립되는 하수도관의 저면에 스프링으로 탄력 지지되는 상부틀이 접촉되어 있으므로 연약지반의 침하로 인한 하수도관의 파손을 미연에 방지할 수 있게되는 특유의 효과가 있다.As described above, the present invention has a unique effect of preventing the damage of the sewer pipe due to settlement of the soft ground because the upper frame which is elastically supported by the spring is in contact with the bottom of the sewer pipe buried in the ground.

Claims (2)

하수도관(20)을 매립하기 위하여 터파기 공사를 수행한 토사(10)의 상면에 타설되는 기초 콘크리트(11)와, 상기 기초 콘크리트(11)의 상부에 연결 설치되는 복수개의 하수도관(20)을 지지하는 지지장치에 있어서, In order to bury the sewer pipe 20, the foundation concrete 11 is placed on the upper surface of the earth and sand 10, which has been excavated, and the plurality of sewer pipes 20 connected to the upper portion of the foundation concrete 11 are installed. In the support device for supporting the 상기 기초 콘크리트(11)의 상면에 안착되고 내측 저면 중앙에는 고정핀(33)이 상향 돌출되게 형성된 지지박스(30)와, 상기 지지박스(30)의 양 측면에 상향 돌출되게 설치된 한 쌍의 수직바(31)와, 상기 지지박스(30)의 상부에 끼워지고 상면 양측에는 수직바(31)가 끼워지는 끼움공(51)이 형성된 상부틀(50)과, 상기 하수도관(20)이 안착되게 상부틀(50)의 상면 중앙에 형성된 안착홈(52)과, 상기 상부틀(50)을 탄력 지지하도록 지지박스(30)의 내부에 설치된 스프링(40)을 포함함을 특징으로 하는 침하방지용 하수도관 지지장치.The support box 30 is formed on the upper surface of the base concrete 11 and the fixing pin 33 protrudes upward in the center of the inner bottom, and a pair of vertically installed protruding upward on both sides of the support box 30. Bars 31, the upper frame 50 is fitted to the upper portion of the support box 30, the fitting hole 51 is fitted on both sides of the vertical bar 31 is fitted, and the sewer pipe 20 is seated Settling groove 52 formed in the center of the upper surface of the upper frame 50, and the settling prevention, characterized in that it comprises a spring 40 installed inside the support box 30 to elastically support the upper frame 50 Sewer pipe support. 제1항에 있어서, 상기 수직바(31)의 상부에는 통공(32)이 형성되고, 그 통공(32)에는 하수도관(20)의 상면을 보호하기 위한 상부 보호판(60)이 결합됨을 특징으로 하는 침하방지용 하수도관 지지장치. According to claim 1, wherein the through-hole 32 is formed in the upper portion of the vertical bar 31, the through-hole 32 is characterized in that the upper protective plate 60 for protecting the upper surface of the sewer pipe 20 is coupled Sewer pipe support device to prevent settlement.
KR1020050111065A 2005-11-19 2005-11-19 Supprot apparatus of drainage KR100676681B1 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101059982B1 (en) 2011-06-01 2011-08-29 주식회사 한국종합기술 Installation structure of guard device for preventing from sinking the ground
KR101122612B1 (en) * 2011-12-30 2012-03-06 (주)한양기술단 A fixing structure for sensing of pipe's sink
KR101481817B1 (en) * 2014-07-29 2015-01-13 신진유지건설 주식회사 Hume pipe reinforce structure for supporting
KR101674117B1 (en) * 2016-05-26 2016-11-10 주식회사 청우엔지니어링 Apparatus for preventing sewerage pipe subsidence of smooth ground
KR102451296B1 (en) * 2022-03-15 2022-10-07 주식회사 기산엔지니어링 Underground water and sewage pipe fixing device with earthquake-resistant function and its construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101059982B1 (en) 2011-06-01 2011-08-29 주식회사 한국종합기술 Installation structure of guard device for preventing from sinking the ground
KR101122612B1 (en) * 2011-12-30 2012-03-06 (주)한양기술단 A fixing structure for sensing of pipe's sink
KR101481817B1 (en) * 2014-07-29 2015-01-13 신진유지건설 주식회사 Hume pipe reinforce structure for supporting
KR101674117B1 (en) * 2016-05-26 2016-11-10 주식회사 청우엔지니어링 Apparatus for preventing sewerage pipe subsidence of smooth ground
KR102451296B1 (en) * 2022-03-15 2022-10-07 주식회사 기산엔지니어링 Underground water and sewage pipe fixing device with earthquake-resistant function and its construction method

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