KR970015962A - CPL (Composite Point Liner) Construction Method for Repairing Underground Buried Pipe - Google Patents

CPL (Composite Point Liner) Construction Method for Repairing Underground Buried Pipe Download PDF

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Publication number
KR970015962A
KR970015962A KR1019950029011A KR19950029011A KR970015962A KR 970015962 A KR970015962 A KR 970015962A KR 1019950029011 A KR1019950029011 A KR 1019950029011A KR 19950029011 A KR19950029011 A KR 19950029011A KR 970015962 A KR970015962 A KR 970015962A
Authority
KR
South Korea
Prior art keywords
construction method
underground buried
buried pipe
cpl
underground
Prior art date
Application number
KR1019950029011A
Other languages
Korean (ko)
Other versions
KR0134987B1 (en
Inventor
김기진
Original Assignee
김기진
주식회사 케이 디 교역
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 김기진, 주식회사 케이 디 교역 filed Critical 김기진
Priority to KR95029011A priority Critical patent/KR0134987B1/en
Publication of KR970015962A publication Critical patent/KR970015962A/en
Application granted granted Critical
Publication of KR0134987B1 publication Critical patent/KR0134987B1/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
    • F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/163—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a ring, a band or a sleeve being pressed against the inner surface of the pipe
    • 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
    • F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/1645—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a sealing material being introduced inside the pipe by means of a tool moving in the pipe
    • 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
    • F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/18—Appliances for use in repairing pipes

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipe Accessories (AREA)

Abstract

본 발명은 지하에 매설하여 있는 각종 소구경의 하수도관이나 상수도관 및 가스관등 지하 매설관이 부분적으로 파손되었을 때 지하 매설관이 매설된 상태에서 그 파손된 부분만을 손쉽게 보수하는 시공방법에 관한 것으로, 공지된 접착기(1)의 외주면에 걸림부(5)가 형성된 스테인레스판(4)을 둘러씌움해서 스테인레스관(4´)을 형성하되, 그 외주면에 공지의 접착수지액(7)이 충분히 스며든 유리섬유층(6)을 둘러씌움해서, 스테인레스관(4´)과 유리섬유층(6) 그리고 파손부분(9) 및 지하 매설관(8)이 일체로 접착함을 특징으로 하는 지하 매설관 보수를 위한 CPL 시공방법.The present invention relates to a construction method for easily repairing only the damaged part when the underground buried pipe is buried when the underground buried pipes such as sewage pipes, water pipes, and gas pipes of various small diameters buried underground are partially damaged. , The stainless steel plate 4 'is formed by covering the stainless plate 4 having the locking portion 5 formed on the outer circumferential surface of the known adhesive machine 1, and the adhesive resin liquid 7 sufficiently penetrates on the outer circumferential surface thereof. By covering the entire glass fiber layer 6, the underground buried pipe repair is characterized in that the stainless pipe 4 ', the glass fiber layer 6, and the broken portion 9 and the underground buried pipe 8 are integrally bonded. CPL construction method

Description

지하 매설관 보수를 위한 CPL(Cmposite Point Liner) 시공방법CPL (Cmposite Point Liner) construction method for repairing underground buried pipe

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도 (가)는 본 발명의 시공방법에 사용되는 패커(packer)의 전체사시도, (나)는 본 발명의 시공방법에 사용되는 스테인레스 스타일판에 대한 평면도.1 (a) is an overall perspective view of a packer (packer) used in the construction method of the present invention, (b) is a plan view of a stainless style plate used in the construction method of the present invention.

제2도 (가)는 본 발명의 시공방법에 의한 패커를 파괴된 지하 매설관 부분에 정지시켜서 시공직전의 상태를 나타낸 일부 절개 상태도, (나)는 본 발명의 시공방법에 의한 패커를 압축공기에 의해 그 부피가 팽창된 확대 상태도.2 (a) is a partial cutaway state diagram showing the state just before construction by stopping the packer by the construction method of the present invention in the portion of the underground buried pipe, (b) compressing the packer by the construction method of the present invention An enlarged state diagram in which its volume is expanded by air.

제3도 (가)는 본 발명의 시공방법에 의한 패커가 팽창된 상태의 단면도, (나)는 본 발명의 시공방법에 의한 패커가 제거되고, 지하 매설관의 보수완료 상태를 나타낸 단면도.Figure 3 (a) is a cross-sectional view showing the expanded state of the packer by the construction method of the present invention, (b) is a cross-sectional view showing the state of completion of the underground buried pipe is removed, the packer by the construction method of the present invention.

Claims (1)

공지된 접착기(1)의 외주면에 걸림부(5)가 형성된 스테인레스판(4)을 둘러씌움해서 스테인레스관(4´)을 형성하되, 그 외주면에 공지의 접착수지액(7)이 충분히 스며든 유리섬유층(6)을 둘러씌움해서, 스테인레스관(4´)과 유리섬유층(6) 그리고 파손부분(9) 및 지하 매설관(8)이 일체로 접착함을 특징으로 하는 지하 매설관 보수를 위한 CPL 시공방법.The stainless steel tube 4 'is formed by covering the stainless plate 4 on which the locking portion 5 is formed on the outer circumferential surface of the known adhesive 1, and the well-known adhesive resin 7 is sufficiently infiltrated on the outer circumferential surface thereof. By covering the glass fiber layer 6, the stainless steel pipe 4 ', the glass fiber layer 6, and the broken portion 9 and the underground buried pipe 8 are integrally bonded. CPL construction method. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR95029011A 1995-09-05 1995-09-05 Composite point liner KR0134987B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR95029011A KR0134987B1 (en) 1995-09-05 1995-09-05 Composite point liner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR95029011A KR0134987B1 (en) 1995-09-05 1995-09-05 Composite point liner

Publications (2)

Publication Number Publication Date
KR970015962A true KR970015962A (en) 1997-04-28
KR0134987B1 KR0134987B1 (en) 1998-04-24

Family

ID=19426142

Family Applications (1)

Application Number Title Priority Date Filing Date
KR95029011A KR0134987B1 (en) 1995-09-05 1995-09-05 Composite point liner

Country Status (1)

Country Link
KR (1) KR0134987B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030094617A (en) * 2002-06-07 2003-12-18 주식회사케이디교역 A liner type sewer-pipe repair method and its apparatus
KR100525159B1 (en) * 2002-09-06 2005-11-02 미나미건설 주식회사 Method for repairing a non-excavation drainpipe capable being facilitate sewage stream
KR100730375B1 (en) * 2004-06-30 2007-06-19 덕원산업개발주식회사 A end portion sealing apparatus and method in the whole mend of the waterwork pipe
KR101531788B1 (en) * 2014-02-12 2015-06-25 김태수 Non-digging Sewerage Mending Apparatus and its manufacturing method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030094617A (en) * 2002-06-07 2003-12-18 주식회사케이디교역 A liner type sewer-pipe repair method and its apparatus
KR100525159B1 (en) * 2002-09-06 2005-11-02 미나미건설 주식회사 Method for repairing a non-excavation drainpipe capable being facilitate sewage stream
KR100730375B1 (en) * 2004-06-30 2007-06-19 덕원산업개발주식회사 A end portion sealing apparatus and method in the whole mend of the waterwork pipe
KR101531788B1 (en) * 2014-02-12 2015-06-25 김태수 Non-digging Sewerage Mending Apparatus and its manufacturing method

Also Published As

Publication number Publication date
KR0134987B1 (en) 1998-04-24

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