JPS6446094A - Method of repairing leakage of underground buried pipe - Google Patents

Method of repairing leakage of underground buried pipe

Info

Publication number
JPS6446094A
JPS6446094A JP62201567A JP20156787A JPS6446094A JP S6446094 A JPS6446094 A JP S6446094A JP 62201567 A JP62201567 A JP 62201567A JP 20156787 A JP20156787 A JP 20156787A JP S6446094 A JPS6446094 A JP S6446094A
Authority
JP
Japan
Prior art keywords
pickets
conduit
soil
joining portion
leak
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
JP62201567A
Other languages
Japanese (ja)
Inventor
Takeshi Maekawa
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP62201567A priority Critical patent/JPS6446094A/en
Publication of JPS6446094A publication Critical patent/JPS6446094A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pipe Accessories (AREA)

Abstract

PURPOSE: To simplify operation and greatly reduce the number of working procedures by driving pickets having projection orifices in the ends into the soil in the vicinity of the leak locations of the underground conduit, and projecting and forcing cut-off agents through the ends of the pickets. CONSTITUTION: When leaks at X-printed locations of the joining portion 2 of an underground conduit 1 are detected, pickets 3 are driven from the ground to the joining portion 2. Cut-off agents 5 are forced into the pickets 3 in the arrowhead direction from their upper portions through a pressure pump and transportation hoses 4, and projected to the soil 7 in the vicinity of the leak locations of the joining portion 2 through projection orifices 6 and solidified together with the soil. By this way, it is not necessary for workmen to go into and operate in the conduit, or to dig out the leak portion of the conduit and bury it again, therefore it is possible to simplify the operation and greatly reduce the number of working procedures.
JP62201567A 1987-08-12 1987-08-12 Method of repairing leakage of underground buried pipe Pending JPS6446094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62201567A JPS6446094A (en) 1987-08-12 1987-08-12 Method of repairing leakage of underground buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62201567A JPS6446094A (en) 1987-08-12 1987-08-12 Method of repairing leakage of underground buried pipe

Publications (1)

Publication Number Publication Date
JPS6446094A true JPS6446094A (en) 1989-02-20

Family

ID=16443199

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62201567A Pending JPS6446094A (en) 1987-08-12 1987-08-12 Method of repairing leakage of underground buried pipe

Country Status (1)

Country Link
JP (1) JPS6446094A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104406003A (en) * 2014-09-11 2015-03-11 河南万里路桥集团有限公司 Drainage pipeline non-excavation grouting repair construction method
CN105179875A (en) * 2015-07-22 2015-12-23 厦门市安越非开挖工程技术有限公司 Non-excavation repairing method for deformation collapse of weak stratum drainage pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104406003A (en) * 2014-09-11 2015-03-11 河南万里路桥集团有限公司 Drainage pipeline non-excavation grouting repair construction method
CN105179875A (en) * 2015-07-22 2015-12-23 厦门市安越非开挖工程技术有限公司 Non-excavation repairing method for deformation collapse of weak stratum drainage pipe

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