• Title/Summary/Keyword: 콘크리트 공사

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Construction of Slurry Wall Concrete for LNG Inground Tank (LNG 지하탱크 지하연속벽 콘크리트의 시공)

  • 하재담;유재상;이종열;권영호
    • Magazine of the Korea Concrete Institute
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    • v.14 no.3
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    • pp.58-63
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    • 2002
  • 한국가스공사(주)에서는 수도권의 천연가스 수요에 대응하기 위하여, 사진에서 보는바와 같이, 인천송도 앞 바다 8km 지점에 위치한 30만평의 인공 섬에 1993년부터 2000년까지 10기의 지상식 LNG 저장탱크를 건설하였으며 1998년부터 8기의 지하식 탱크가 건설 중에 있다. LNG 저장탱크는 다른 토목구조물과는 달리 초저온성과 고도의 안정성을 필요로 한다. 즉, -162$^{\circ}C$의 초저온 상태를 유지해야하는 보냉 구조와 가연성 가스에 대한 충분한 수밀성 및 안정성을 기본적으로 가져야 한다. 특히 지하식 탱크는 지상식 탱크 공사비와 비슷하며 주변의 경관 및 환경에 조화시키며 안정성이 높은 것이 특징이다.(중략)

A Study on the Factors for Revision of the Reinforced Concrete Construction Cost Estimation Standard (철근콘크리트 공사비산정기준 개정요인에 관한 연구)

  • Song, Tae-seok;Ahn, Bang-yul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.04a
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    • pp.198-199
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    • 2022
  • Reinforced concrete is the most widely used construction method for constructing structures. There is a lot of process for constructing Reinforced concrete structures such as installing rebars, molds and support, mixing and placing concrete, and curing. So the reinforced concrete work accounts for a large part of the total construction cost for constructing structure. For this reason a reasonable standard for estimating the cost of reinforced concrete construction has to be established and it will be possible to secure appropriate costs for construction work. In this study, we analyze the revision factors of the standard for estimating the cost of reinforced concrete construction and present them to secure reasonable construction costs.

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A Study on Field Application of Early Strength Concrete for Construction Work Period Reduction (조강콘크리트를 사용한 구조물의 공기단축 관련 현장적용에 관한 연구)

  • Kim, Min-Jeong;Kim, Dong-Jin;Lee, Sang-Ho
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.155-156
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    • 2009
  • In this study, changes of work process, construction machinery, and construction cost caused by construction work period reduction using early strength concrete is considered for its field application.

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A Study on the Development of a Dry PFB Method with High Fire Resistance (건식화 P0SCO E&C Fire Board (PFB)공법 개발에 관한 연구)

  • Kim, Woo-Jae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.953-956
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    • 2008
  • The present study was to develop a dry PFB method similar to the existing gypsum board construction method in order to apply the existing wet PFB method that uses fire.resistant adhesive. It was found that the existing wet method can produce concrete compressive strength of 80MPa and fire resistance of 3 hours with 30mm PF boards. The goal of development in this study was fire resistance of 3 hours through dry construction of 15mm fire.resistant boards.According to the results of fire resistance test, when the dry PF method was applied, the temperature of the main reinforcing bar was 116$^{\circ}$C in 15mm, 103.8$^{\circ}$C in 20mm, and 94$^{\circ}$C in 25mm, and these results satisfied the current standards for fire resistance control presented by the Ministry of Land, Transport and Maritime Affairs. When a 3.hour fire resistance test was performed and the external properties of the specimen were examined, the outermost gypsum board hardly remained and internal PF board maintained its form without thermal strain.

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Development of Improved PC Stair Connections Using U-Rods (U형 강봉을 사용한 PC 계단 접합부 개발)

  • Chang, Kug-Kwan;Seo, Dae-Won;Chun, Young-Soo
    • Land and Housing Review
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    • v.2 no.4
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    • pp.509-516
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    • 2011
  • Compared with the traditional RC system, precast stairs can save construction time, reduce the cost of concrete casting, etc. This paper focuses on an investigation of improved continuous longitudinal joint details for PC stair systems. The performance of the precast concrete stair connections subjected to displacement control cyclic loading is compared with that of the monolithic connection. The developed connection is composed of U-rods and clamp joint metals. This paper proposes precast stair connection with improved structural performance and experimentally evaluates the structural performance of the proposed joints in terms of maximum load, displacement ductiliy, strain, crack and failure modes.

Design of the Reinforced Concrete Lining in Bakun Diversion Tunnels (말레이지아 바쿤 가배수로 터널의 철근콘크리트 라이닝 설계)

  • 지왕률;임태정
    • Proceedings of the Korean Society for Rock Mechanics Conference
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    • 1999.03a
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    • pp.9-15
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    • 1999
  • 말레이지아 보르네오섬 사라왁주의 바군 가배수로 터널(약칭 "바쿤터널")은 본 댐 공사를 수행하기 위한 배수 터널로 터널의 완공시기는 바쿤 수력발전사업의 중요한 요인이다. 터널의 라이닝작업은 터널공사의 완료 단계로 공사비와 공기 면에서 굴착 및 지보작업과 같이 중요한 단계이다. 바쿤터널은 내부 직경 12 m의 유사연장 3개의 터널로 이루어져 있으며 총길이는 4314.6 m 이다. 내공 단면은 배수시 마찰을 감소시키기 위하여 원형단면으로 설계되었다. (중략)계되었다. (중략)

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A Study on the Thermal Crack Control of Tunnel Lining Concrete due to the Overbreak (과다 여굴에 따른 터널 라이닝콘크리트의 온도균열 제어 연구)

  • 장동일;채원규;조광현;김광일;손영현
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 1998.05a
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    • pp.215-220
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    • 1998
  • 터널공사에서는 지산의 강도에 따라 선정된 굴착공법을 이용하여 굴착 된 단면에는 굴삭된 터널의 안전과 시공상 능률을 증진시키고, 장기간에 걸친 터널의 사용에 대한 충분한 신뢰성을 갖추기 위하여 지지공$\cdot$라이닝콘크리트 등이 설치된다. (중략)

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