수중구조물을 위한 가물막이 설계 및 시공사례에 대한 연구

A Case Study on Design and Construction of Cofferdam for Hydraulic Structure

  • 조주환 ((주)유신 기초설계팀) ;
  • 신동훈 (한국수자원공사 K-water연구원 댐안전연구소) ;
  • 정승태 ((주)유신 기초설계팀) ;
  • 우상윤 ((주)유신 기초설계팀) ;
  • 남용 ((주)유신 기초설계팀)
  • Cho, Joo-Hwan (Foundation Design Team, Yooshin Engineering Corporation) ;
  • Shin, Dong-Hoon (Dam Safety Research Center, K-water) ;
  • Jeong, Seung-Tai (Foundation Design Team, Yooshin Engineering Corporation) ;
  • Woo, Sang-Yoon (Foundation Design Team, Yooshin Engineering Corporation) ;
  • Nam, Yong (Foundation Design Team, Yooshin Engineering Corporation)
  • 발행 : 2010.09.09

초록

Cofferdam is a temporary levee or dam structure built by using sheet pile or earth materials to prevent water infiltration during construction work of bridge, dam, harbour dock, or hydraulic structures in the river. In this regard, it is required to secure cutoff ability for dry work and workability for rapid installation and removal of the temporary dam or levee structures. In this paper, case studies for design and construction of cofferdam were performed, and water diversion method was briefed with some examples of cofferdam type as well. For the case study details of design and construction were reviewed based on cofferdams under construction related to 16 submerged weirs of "The 4-river restoration project" and dam type cofferdam respectively. From the review, it was known that the method for changing the water flow is selected based on the data from geological and geo-hydraulic site investigation in order to mitigate environmental effects by making sure if the design cross-sectional area of flow and maximum working days are sufficiently guaranteed. Finally, the primary findings and main conclusion derived are summarized that determination of applicable type of cofferdam should be checked by case study and meet design requirements such as water inflow control, constructability.

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