• Title/Summary/Keyword: 파쇄추진공법

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Design and Fundamental Experiment on Trenchless Replacement of Old Sewerage (노후하수관 교체시 비굴착방식 신공법기술개발)

  • Noh, Jong-Ho;Lee, Young-Ki;Roh, Hong-Koo;Han, Min-Ho;Lee, Sung-Chul;Lim, Il
    • Proceedings of the SAREK Conference
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    • 2008.06a
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    • pp.1327-1331
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    • 2008
  • The study aims to enhance the trenchless replacement of old sewerage. The trenchless replacement was designed as real size and tested in the field of construction. This trenchless replacement was new technology in construction. The result was good performance in the construction. In the future, the trenchless replacement should be use as the exchange equipment of old sewerage.

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A study on the basic experiment of performance criteria for application of pipe bursting method in actual field (Pipe Bursting 공법의 적용성 검토를 위한 주요 성능평가 항목의 기초실험연구)

  • Park, Sangbong;Kim, Kibum;Seo, Jeewon;Park, Sanghyuk;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.32 no.5
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    • pp.435-443
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    • 2018
  • Most of aged water supply pipes have been replaced by the open cut method. However, this method has some limitations because water pipes, in many cases, are buried together with other underground facilities or are buried in the middle of high-traffic roads or in narrow alleyways where boring machines cannot be used. This research developed a pipe bursting device for small diameter pipes that enables pipe replacement without excavating the ground, by the busting of existing buried pipes followed by the traction and insertion of new pipes. As a results of examining the field applicability of the developed device, PE pipes and PVC pipes required the tractive force of 413.65~665.69 kgf and 457.43~791.35 kgf respectively, plus an additional 30 % tractive force per elbow. The proper number of bursting head was demonstrated that the connection of more than 2 heads could secure a stable bending radius of 15D. The developed device can be improved through field experiments involving various pipe types and pipe diameters, as well as presence/absence of elbow, so as to be utilized regardless of diverse variables according to the conditions of the soils surrounding existing pipes.