KR200166008Y1 - Reinforcing device for drain pipe - Google Patents

Reinforcing device for drain pipe Download PDF

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Publication number
KR200166008Y1
KR200166008Y1 KR2019940016626U KR19940016626U KR200166008Y1 KR 200166008 Y1 KR200166008 Y1 KR 200166008Y1 KR 2019940016626 U KR2019940016626 U KR 2019940016626U KR 19940016626 U KR19940016626 U KR 19940016626U KR 200166008 Y1 KR200166008 Y1 KR 200166008Y1
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KR
South Korea
Prior art keywords
reinforcement
drainage pipe
pipe
corrugated
reinforcement device
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Application number
KR2019940016626U
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Korean (ko)
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KR960005614U (en
Inventor
민병이
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민병이
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Priority to KR2019940016626U priority Critical patent/KR200166008Y1/en
Publication of KR960005614U publication Critical patent/KR960005614U/en
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Publication of KR200166008Y1 publication Critical patent/KR200166008Y1/en

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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
    • F16L9/00Rigid pipes
    • F16L9/16Rigid pipes wound from sheets or strips, with or without reinforcement

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Sewage (AREA)

Abstract

본 고안은 배수로관용 보강장치에 관한 것으로서 종래의 배수로관으로 널리 사용되는 합성수지제 나선관(1)은 구조상 나선권회하여 구성되어 있기 때문에 이의 보강을 위하여 여러가지 장치가 있었으나 지하에서 시공 현장에 적용하기 위하여 구조가 간단하면서 외압강도, 파손강도가 좋은 배수로관을 요구하는바 이의 해결을 위하여 안출된 고안으로 보강구(2)(2')의 상측부위에서 양측으로 돌출되는 파형경사보강대(4)(4')를 접합대(3)의 길이방향으로 파형고정대(5)로 융착(a)시켜주되 보강부(2)(2') 양측부위에 교호상으로 단면이 삼각형 모양의 중공 보강부(b)(b')를 구성되도록 형성됨을 특징으로 하는 배수로관의 보강장치이다.The present invention relates to a reinforcement device for a drainage pipe, and the synthetic resin spiral pipe (1), which is widely used as a conventional drainage pipe, has various devices for its reinforcement because it is constructed by spiral winding in structure, but it is applied to a construction site underground. It is a simple structure and requires a drainage pipe with good external pressure strength and breakage strength. It is designed to solve this problem. It is a corrugated slope reinforcing bar 4 and 4 protruding from both sides of the upper part of the reinforcement port 2, 2 '. ') Is fused (a) to the corrugated fixation table (5) in the longitudinal direction of the joint table (3), but the hollow reinforcement section (b) having a triangular cross section on both sides of the reinforcing sections (2) and (2'). (b ') is a reinforcement device for a drainage pipe, characterized in that it is formed to constitute.

Description

배수로관용 보강장치Reinforcement device for drainage pipe

제1도는 본고안의 사시도1 is a perspective view of the present proposal

제2도는 본고안의 요구 단면도Figure 2 is a cross-sectional view of the request

제3도는 본고안의 실시예의 단면도3 is a cross-sectional view of an embodiment of the present invention

제4도는 제1도의 실시예의 요부 정면도4 is a front view of main parts of the embodiment of FIG.

제5도는 제2도의 사용실시예의 횡단면도5 is a cross-sectional view of the use embodiment of FIG.

* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings

1,1' : 나선관 2,2' : 보강부1,1 ': Spiral tube 2,2': Reinforcement

3 : 파형접합대 4,4' : 파형경사보강대3: waveform junction 4,4 ': waveform slope reinforcement

5 : 파형고정대 6 : 경사 고정대5: Waveform holder 6: Incline holder

7 : 가용성 효옴 8 : 외측면7: soluble effect 8: outer side

본고안의 합성수지제 나선관으로 구성된 배수로관의 외토압보강 및 파손강도등의 보강을 위한 장치에 관한 것이다.The present invention relates to a device for reinforcing external pressure and breaking strength of drainage pipes composed of synthetic resin spiral pipes.

종래에는 배수로관의 내구성 외압강도 등을 보강하기 위하여 여러 가지 장치 및 구조등이 제공되었으나 구조상 간단하면서 운반도중 또는 지형에 따른 공사현장의 작업현장의 여건 및 내구성 외압강도 등을 제공하기 위하여 보다 더 간단하면서 기존 합성수지제 나선관 구조에 서로 상용시켜 사용할 수 있는 배수로관 보강장치를 제공하기 위한 제품으로 본인의 선고안 출원(실용신안등록 제 94-16398호)의 보강제품을 제공하기 위한 고안을 도면에 의거 설명하면 다음과 같다.Conventionally, various devices and structures have been provided to reinforce the durability external pressure strength of drainage pipes, but they are simpler in structure and more simple in order to provide the conditions of the construction site and durability external pressure strength according to the road or the terrain. In order to provide a drainage pipe reinforcement device that can be used by mutually compatible with the existing synthetic resin spiral pipe structure, the design for providing a reinforcement product of the applicant's declaration application (Utility Model Registration No. 94-16398) is shown in the drawing. The explanation is as follows.

도면 제1,2도에 표시된 바와 같이 길이 방향으로 보강부(2)와 접합대(3)가 나선권회 되어 일체화 되어서 구성된 종래의 합성수지제 나선관(1)에 있어서 파손강도 및 외압강도를 간단한 구조로써 보강하기 위하여 본 고안의 배수로관의 외압강도는 외측면(8)에서 융착되어 연결된 보강대(4)(4')에서 제공되는 바 이의 보강을 제공하기 위해서는 보강부(2) 외측면(8)에서 고정시켜 구성된 파형경사보강대(4)(4')를 접합대(3)의 나선권화된 길이 방향으로 파형 고정대(5)로 융착(a)시켜주되 단면이 삼각형이 보강중공구(b)(b')를 교호상으로 보강부(2)의 양측벽면 기준으로 대칭적으로 구성되도록 형성된 배수로관을 제공하기 위한 고안이며 또 본 고안의 실시예로서는 파형경사보강대(4)(4')를 접합대(3)에 융착(a)시켜주되 단면이 삼각형인 보강중공구(b)(b')를 좌우측으로 교호상으로 구성되도록 형성되는 장치를 배수로관에 제공하기 위한 고안이다.As shown in FIGS. 1 and 2, in the conventional synthetic resin spiral tube 1 constructed by spirally wound reinforcing portion 2 and the joining table 3 integrally in the longitudinal direction, breakage strength and external pressure strength are simplified. The external pressure strength of the drainage pipe of the present invention for reinforcement is provided in the reinforcing bar (4) (4 ') fused and connected to the outer surface (8) to provide the reinforcement of the reinforcing portion (2) outer surface (8) The corrugated slope reinforcing bar (4) and (4 ') formed by fixing in the fusion winding (a) in the spirally wound lengthwise direction of the joining table (3) is fused (a), but the cross section is a reinforcing hollow tool (b) ( b ') is devised to provide a drainage pipe formed so as to be symmetrically configured on both sides of the reinforcement part 2 on the basis of the reinforcement part 2, and as an embodiment of the present invention, the corrugated slope reinforcing bar 4, 4' is joined to the joint table. (3) to the left and right sides of the reinforced hollow tools (b) (b ') having a triangular cross section. The device is formed to consist of arc-shaped bridge is designed to provide a multiple tube.

또 제1도의 실시예로서는 배수로관(1)의 내측면에 가요성 요홈(7)을 형성시켜 주면 시공현장의 지형에 따라 만곡이 용이함과 동시에 외압 및 파손강도등이 보강된다. 그리고 본고안의 제1,2도의 사용실시 예로서는 제4도에 도시된 바와 같이 경사 고정대(6)를 간헐적인 상태로 구성시켜주어도 본 고안의 제품이 된다.In addition, in the embodiment of FIG. 1, if the flexible groove 7 is formed on the inner surface of the drainage pipe 1, it is easy to bend according to the topography of the construction site, and external pressure and breakage strength are reinforced. In addition, as shown in Figs. 4 and 4, the product of the present invention is provided even if the inclined holder 6 is configured in an intermittent state as shown in Fig. 4.

따라서 본 고안의 종래의 나선관(1)(1')에 있어서 보강부(2)(2')의 외측면(8)에서 양측으로 고정된 파형경사보강대(4)(4')를 접합대(3)에 파형 고정대(5)로 일체화시켜 융착(a) 시켜주되 단면이 삼각형 모양의 중공 보강구(b)(b')를 보강부(2)(2') 양측으로 교호상으로 구성되도록 형성된 배수로관을 제공하는 것이며, 길이방향으로 만곡하여 줄 경우 나선관(1)(1') 내측면에 가요성 요홈(7)을 삽설하는 고안으로서 구조가 간단하면서 파손강도 및 외압강도를 제공하므로서 지하에 매설시켜 시공할 경우 내구성 등이 탁월한 유용한 고안이다.Therefore, in the conventional spiral tube (1) (1 ') of the present invention, the corrugated slope reinforcing bar (4) (4') fixed to both sides at the outer surface (8) of the reinforcing portion (2) (2 ') is bonded (3) to be fused (a) by integrating the wave guide (5), but the cross-section of the hollow reinforcement (b) (b ') of the reinforcement (2) (2') so as to be alternating on both sides It is to provide a drainage pipe formed, and to provide a flexible groove (7) to the inner surface of the spiral pipe (1) (1 ') when it is curved in the longitudinal direction, providing a breakage strength and external pressure strength while having a simple structure When laying underground, it is a useful design with excellent durability.

Claims (3)

보강부(2)(2')와 접합대(3)가 나선형으로 권회시켜서 성형되는 합성수지제 배수로관(나선관)에 있어서 보강부(2)(2')의 외측면(8)에서 양측으로 고정시켜 구성된 파형 경사보강대(4)(4')를 접합대(3)의 길이 방향으로 파형고정대(5)로 융착(a)시켜주되 단면이 삼각형인 보강중공구(b)(b')를 보강부(2)(2')의 좌우측벽면 부위에 대칭적으로 형성됨을 특징으로 구성된 배수로관용 보강장치.In the synthetic resin drainage pipe (spiral pipe) in which the reinforcing part 2 (2 ') and the joining table (3) are spirally wound and formed, the reinforcing parts (2) and (2') from the outer side (8) of the reinforcing part (2) (2 '). Weld (a) the corrugated slope reinforcement bar (4) (4 ') formed by fixing it to the wave guide (5) in the longitudinal direction of the joint table (3). Reinforcement device for drainage pipes, characterized in that formed on the left and right side wall portion of the reinforcement (2) (2 ') symmetrical. 제1항에 있어서 가요성 요홈(7)이 구성된 배수로관용 보강장치.2. The reinforcement device for drainage pipes according to claim 1, wherein the flexible groove (7) is configured. 제1항에 있어서 경사 고정대(6)를 간헐적으로 구성된 배수로관용 보강장치.2. The reinforcement device for drainage pipes according to claim 1, wherein the slope holder (6) is intermittently configured.
KR2019940016626U 1994-07-04 1994-07-04 Reinforcing device for drain pipe KR200166008Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019940016626U KR200166008Y1 (en) 1994-07-04 1994-07-04 Reinforcing device for drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019940016626U KR200166008Y1 (en) 1994-07-04 1994-07-04 Reinforcing device for drain pipe

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Publication Number Publication Date
KR960005614U KR960005614U (en) 1996-02-17
KR200166008Y1 true KR200166008Y1 (en) 2000-01-15

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100522572B1 (en) * 2000-04-29 2005-10-24 (주)건정 종합건축사사무소 Formwork for flexible reinforcement sewer pipes in construction and road construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100522572B1 (en) * 2000-04-29 2005-10-24 (주)건정 종합건축사사무소 Formwork for flexible reinforcement sewer pipes in construction and road construction

Also Published As

Publication number Publication date
KR960005614U (en) 1996-02-17

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