KR960010285Y1 - Corrugated pipes - Google Patents

Corrugated pipes Download PDF

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Publication number
KR960010285Y1
KR960010285Y1 KR2019910000448U KR910000448U KR960010285Y1 KR 960010285 Y1 KR960010285 Y1 KR 960010285Y1 KR 2019910000448 U KR2019910000448 U KR 2019910000448U KR 910000448 U KR910000448 U KR 910000448U KR 960010285 Y1 KR960010285 Y1 KR 960010285Y1
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KR
South Korea
Prior art keywords
spiral
reinforcing
spiral tube
pipe
cement mortar
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KR2019910000448U
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Korean (ko)
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KR920015299U (en
Inventor
민병이
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민병이
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Priority to KR2019910000448U priority Critical patent/KR960010285Y1/en
Publication of KR920015299U publication Critical patent/KR920015299U/en
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Publication of KR960010285Y1 publication Critical patent/KR960010285Y1/en

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Classifications

    • 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
    • F16L9/00—Rigid pipes
    • F16L9/14—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

내용 없음.No content.

Description

고강도 나선관High strength spiral tube

제1도는 본 고안의 일부 절개된 사시도.1 is a partially cut away perspective view of the present invention.

제2도는 본 고안의 제조공정 상태 단면도.2 is a cross-sectional view of the manufacturing process state of the present invention.

제3도는 제1도의 실시예의 단면도.3 is a cross-sectional view of the embodiment of FIG.

제4도는 본 고안의 실시예의 단면도.4 is a cross-sectional view of an embodiment of the present invention.

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

1 : 보강된 나선관 2 : 나선관1: reinforced spiral tube 2: spiral tube

3 : 보강관 4 : 철근3: reinforcement pipe 4: rebar

4 : 시멘트 몰탈 5 : 거푸집4: cement mortar 5: formwork

본 고안은 합성수지로 구성된 나선관에 철근 및 시멘트 몰탈로 보강된 고강도 나선관에 관한 것이다.The present invention relates to a high strength spiral tube reinforced with reinforcing steel and cement mortar in a spiral tube composed of a synthetic resin.

종래에는 도로등의 하중이 많이 받는 곳이나 대형수로 등에는 철심이 삽입왼 보강 나선관이나 흡관 또는 철근콘크리트로 배수로를 설치하였으나 이는 철심 삽입된 보강 나선관은 생산 공정이 복잡하고 흡관인 경우 너무 중량이 무거우며 운반 또는 매설작업 도중의 충격에 약하며 또 철근이나 시멘트 등으로 배수로 등을 공사하는 경우 목재로 된 형틀(거푸집)등으로 단단히 고정시킨 후 철근 및 시멘트로 배수로 공사를 하기 때문에 시간, 인건비 등이 많이 소요되는 단점이 있었다.Conventionally, in the place where the load such as the road is heavily loaded or in the large waterway, the reinforcement spiral pipe or the inlet pipe or reinforced concrete drainage channel is installed. Heavy weight and weak against impact during transportation or burial work. In case of constructing drainage by reinforcing steel or cement, it is secured by wooden molds and then drained by reinforcing steel and cement. There was a disadvantage that it takes a lot.

따라서 본 고안은 내충격성에 강하고 작업성이 단순히 되며 시공도 편리하게 하기 위하여 나선관의 핏치의 블록 부위에 다수개의 보강관을 일체로 나선권회 또는 길이 방향으로 고정하면 보강관과 핏치의 요홈 부위에 시멘트 몰탈결합구가 형성되므로 철근을 핏치 사이의 요홈결합구 사이에 적절한 방법으로 삽입시키고 보강관 외측으로 거푸집으로 고정시킨 후 상측의 투입구의 사이로 시멘트 몰탈을 삽입시켜서 일정시간 양생시켜준 후 고정돈 거푸집만 분리하면 본 고안의 제품이 제공되는 고안으로 배수로의 내측은 나선관으로 되어 있어 내충격성 내식성 등의 효과를 얻을 수 있으며 강도는 철근 콘크리트 또는 흉관과 같이 제공되는 고안으로 종래에서와 같이 흡관 사용 경우의 운반이나 내충격에 대한 문제점도 해결하고 또 거푸집 등의 고정작업도 쉽게 해결되어 시간, 인건비 등이 절약되는 고안이며 또 도면에 표시된 바와 같이 길이 방향으로 절취된 상태로 사용하면 배수로 몸체와 덮개로 분리 사용할 수 있으며 연결부위는 거푸집 역할을 하는 소켓으로 고정시켜서 시멘트 몰탈로 충만하여 양생시켜 주면 강도, 누수 등도 간단히 해결해 주는 제품제공으로 도면에 의거 상세히 설명하면, 구조적으로 외토압 보강이 되고 시멘트 몰탈의 결합되는 공간이 크게 되도록 저측은 지그재그()형이고 상측은 고정대로 된 보강대로 나선 권회한 나선관(2)의 보강대 외측 부위의 고정대에 다수개의 보강관(3)을 나선 권회시켜서 일체로 융착한 것에 보강골(a)마다 철근(4)을 삽설시킨후 반원형으로 된 2개의 거푸집(7)으로 외측을 연결고리(8)로 시멘트 몰탈 투입구(b)가 형성되도록 나선관(2) 외측을 고정시킨 후 시멘트 몰탈을 보강골 (a)마다 골고루 삽시켜 주면서 약간 진동을 주면 보강골 사이사이로 시멘트 몰탈(5)이 투입되어서 보강관(3) 내측으로 충만되는 고안으로 내측은 합성수지 나선관(2)이 장착되고 외측은 철근 콘크리트 몰탈이 일체로 외장되어 주므로 나선관과 흡관 양측의 장점이 유도된 나선관이 된다.Therefore, the present invention is strong in impact resistance, simple in workability, and in order to facilitate construction, if a plurality of reinforcing pipes are integrally fixed in a spiral winding or lengthwise direction to the block portion of the pitch of the spiral pipes, the reinforcing pipes and pitch grooves Since cement mortar coupling holes are formed, reinforcing bars are inserted between groove coupling holes between pitches and fixed with formwork outside the reinforcing pipe, and then cement mortar is inserted between upper inlets for curing for a certain period of time. If only the product of the present invention is provided, the inside of the drainage channel is made of a spiral tube, so that the effect of impact resistance and corrosion resistance can be obtained, and the strength is designed to be provided with reinforced concrete or chest tube. It also solves the problem of transportation and impact resistance It is designed to save time and labor costs because it is easily solved.In addition, when cut in the longitudinal direction as shown in the drawing, it can be separated into the drainage body and the cover, and the connection part is fixed by a socket that acts as a formwork. When it is filled with mortar and cured, it provides a product that easily solves the strength and water leakage. When the detailed description is made according to the drawings, the bottom side is zig-zag ( ) And the upper side of the reinforcing bar of the spiral pipe (2) spirally wound with a reinforcing bar as a fixed bar. ) And then fix the outside of the spiral pipe (2) so that the cement mortar inlet (b) is formed with the connecting ring (8) on the outside with two semicircular formwork (7), and then reinforce the cement mortar (a) When it is inserted evenly every time and slightly vibrates, cement mortar (5) is introduced between the reinforcement bones so that it is filled inside the reinforcement pipe (3). As it is sheathed, the advantages of both the spiral pipe and the suction pipe are derived.

또 본 고안은 배수로와 덮개를 분리시켜 제조할 수가 있으며 실시예로서는 보강대(2)의 단면이형으로 된 나선관으로 보강대 사이사이의 보강골(a) 형성으로 철근(4)과 시멘트 몰탈(5)이 나선관과 일체로 고정되며 미설명부호 2는 보강골에 중공부가 형성된 나선관이다.In addition, the present invention can be produced by separating the drainage channel and the cover. Reinforcing bars (4) and cement mortar (5) is fixed integrally with the spiral pipe by the formation of the reinforcing bone (a) between the reinforcing rods of the spiral tube, and reference numeral 2 is a spiral pipe having a hollow portion in the reinforcing bone.

따라서 본 고안은 합성수지 나선관에 철근 콘크리트로 보강된 고강도 나선관(1)으로 현장 시공 구간에 따라서는 도로등의 고하중이 작용하는 지역에는 본 고안과 같이 철근 시멘트로 시공현장에서 간단히 보강시켜 고강도 하수로관으로 사용하고 또 하중이 비교적 덜 작용하는 도로변 구릉지 등에서는 보강된 나선관으로만 사용하면 되는 시공성이 우수하며 핏치의 단면이형으로 된 것은 보강관을 생략하여도 핏치 사이의 보강골(a)부위 형성으로 시멘트 몰탈과 나선관의 고정상태를 견고히 해주는 고안이다.Therefore, the present invention is a high strength spiral tube (1) reinforced with reinforced concrete to a synthetic resin spiral tube, and depending on the site construction section, the area where high loads such as roads are applied is reinforced simply by using reinforced cement in the construction site as the present invention. In the hillsides where roads are used as sewer pipes and loads are relatively less loaded, the construction is excellent only with reinforced spiral pipes. It is designed to solidify the cement mortar and the spiral tube by forming the reinforcing bone (a) between the pitch even if the reinforcing pipe is omitted.

Claims (3)

저측이형이고 상측이 고정대로 나선권회된 나선관(2)에 있어서 외측면에 다수개의 보강관(31)을 나선권회하여 일체로 피착된 나선관(1)에 철근(4)과 시멘트 몰탈(5)로 일체로 구성된 고강도 나선관.That side Reinforcing bar 4 and cement mortar 5 in a spiral pipe 1 spirally wound by winding a plurality of reinforcing pipes 31 on the outer surface of the spiral pipe 2 spirally wound with a fixed type and having a fixed upper side. High strength spiral tube consisting of a single piece. 제1항에 있어서, 길이 방향으로 절취하여 몸체와 덮개로 구성된 고강도 나선관.The high-strength spiral tube of claim 1 cut into the longitudinal direction and composed of a body and a cover. 제1항에 있어서, 핏치의 단면이형으로 구성된 고강도 나선관.The method of claim 1 wherein the cross section of the pitch High strength spiral tube composed of moulds.
KR2019910000448U 1991-01-14 1991-01-14 Corrugated pipes KR960010285Y1 (en)

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Application Number Priority Date Filing Date Title
KR2019910000448U KR960010285Y1 (en) 1991-01-14 1991-01-14 Corrugated pipes

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Application Number Priority Date Filing Date Title
KR2019910000448U KR960010285Y1 (en) 1991-01-14 1991-01-14 Corrugated pipes

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KR920015299U KR920015299U (en) 1992-08-17
KR960010285Y1 true KR960010285Y1 (en) 1996-12-06

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100345805B1 (en) * 1993-11-19 2002-11-18 주식회사 삼영건설기술공사 Drain pipe of composite resin

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KR920015299U (en) 1992-08-17

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