• 제목/요약/키워드: 흙다짐공법

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흙다짐공법에서 거푸집측압에 대한 기초적연구 (An Basic Study on the Lateral Pressure to the Form for Rammed Earth Method)

  • 이정제;곽윤근;황혜주;이종국
    • KIEAE Journal
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    • 제9권1호
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    • pp.39-45
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    • 2009
  • The lateral pressure that functions on the form of the rammed earth method occupies an important part in the construction of the form. The following research constructed testing forms of $800mm{\times}1200mm$, that have the wall thickness of 200mm, 300mm, 400mm and 500mm to measure the lateral pressures according to the wall thicknesses. Research showed that compared to the concrete construction lateral pressures, the form results measured 2.3-8.9 times higher, and rather than thickness of the form, the distance between the rammer and mold and assuring time had direct relation to the lateral pressure of the form.

흙다짐 건축재료의 적정함수비 현장확인을 위한 낙하시험 방법의 실험적 개선 (Experimental Improvement of the Dropping Test for Evaluating the Appropriate Level of Water Content Ratio in Rammed Earth Method)

  • 이종국
    • 한국건축시공학회지
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    • 제15권1호
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    • pp.35-42
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    • 2015
  • 본 연구는 흙건축 시공 시 많이 사용되는 흙다짐 공법의 경우, 흙재료의 배합 숙련도에 따라 달라지는 함수량은 강도와 내구성에 크게 영향을 미치게 되므로 이를 적절히 확인하여 시공하는 것은 매우 중요하다. 적정함수량의 산정문제는 실험실 환경에서는 정확하게 구할 수 있지만 현장에서는 여러 여건상 곤란한 것이 현실이다. 따라서 본 연구는 흙건축에 적용되는 흙다짐 공법을 중심으로 낙하시험과 함수율의 관계를 규명하여 실제현장에서 작업자가 쉽게 적정함수비를 판별할 수 있는 용이성과 시험의 정확성 문제를 개선하고자 한다. 실험의 결과를 통하여 현장에서 활용할 수 있는 배합설계와 시험방법의 명세화, 낙하형상 판별방법의 과정과 결과를 제시하였다.

고층형 흙다짐 공법의 사례 연구 (A Case Study on the Method of High-rise Wall in Rammed Earth Construction)

  • 이종국;김호천;이상원
    • KIEAE Journal
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    • 제8권3호
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    • pp.85-91
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    • 2008
  • We intends to understand the rammed earth method and suggest the possibilities of adoption on high-rise rammed earth structures through the case study on the method. The rammed earth construction has been regarded as one of the solutions in the modern environmental-friendly construction field, thus according to such trend, this study tries to find out the limitations of the rammed earth structures to be multistory and grope for solutions in the attached wall construction method. The procedures of this research is to figure out the limitations of rammed earth structures through theoretical consideration on those structures and analyze the actual cases of them, and to assure the possibilities on the development of the rammed earth method that can make the structures multistory earthen structures in the rammed earth method and induce immediate issues for it.

흙과 모래의 최밀충전효과와 석회복합체의 첨가에 따른 강도 증진 (Increasing the Strength with Earth and Soil through Optimum Micro-filler Effect and Lime Composite Addition)

  • 황혜주;노태학;강남이
    • KIEAE Journal
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    • 제11권4호
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    • pp.95-101
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    • 2011
  • Earth has been used as a building material not only our country but also many foreign countries in the world. In foreign countries, we can often find the high-storied earthen houses which have been maintained for over several hundred years, which means the fact that earth differs in durability according to the methods of utilizing earth. So, the purpose of this study is to progress the fundamental research for utilizing earth as a wall material. Also, the another purpose of this study is to utilize the optimum micro-filler effect which adjusts the grain size of earth and the lime composite which promotes chemical combining power, and so examine whether earth material ensures its high compressive strength. This study applied both of rammed earth method and pour earth method among earth architecture methods. This study investigated compressive strength, slump, and air content according to unit binder weight. On the basis of such experimental results, this study derived the following conclusions. 1) Optimum micro-filler mixtures reduce a lot of fine particles contained in earth. If optimum micro-filler mixtures are used as aggregates, they develop lower W/B and relatively higher strength than general earth. 2) In this study, which uses optimum micro-filler earth mixtures and lime composite, rammed earth method develops 29MPa and pour earth method develops 28MPa in 28 days compressive strength. Such strengths can be utilized in building walls.

거푸집 선정기준에 의한 흙다짐용 거푸집 시스템의 특성 비교분석 (A Comparative Analysis on the Characteristics of Rammed Earth Form System based on Selection Criteria)

  • 이종국;이정제
    • KIEAE Journal
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    • 제7권6호
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    • pp.91-97
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    • 2007
  • This research examines the characteristics of the "rammed earth form" based on the criteria for the selection of forms. For this purpose, the paper first reviews the characteristics and orientation of the earth-construction and looks into the outline, the prerequisite, the current status and the tendency of the rammed earth form system through previous studies. Consequently, we aims to contribute to the criteria for the selection of rammed earth forms in the future through a comparative analysis of the construction cost, quality, safety and easiness of works between the veneer board form and the euroform, which are most widely used at earth housing project in the domestic country. The results reveals that the euroform is better than the veneer board with 21% of total cost in the cost analysis. But this better than that in the side of easiness of construction. In both cases, the buckling of wall panel form and the labor-oriented characteristics of the methods are the future research issues in the rammed earth form system.

태국 매해 지역에서의 지속가능한 건축재료 활용연구 - 흙다짐 공법을 중심으로 - (Usage of Indigenous Material for Sustainable Construction at Mae-Hae, Thailand - Focused on Rammed Earth Method -)

  • 김두순;정상모
    • KIEAE Journal
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    • 제13권2호
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    • pp.33-38
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    • 2013
  • Limited resources for construction material in the Mae-Hae region, a remote Northern Thailand, acted as an impetus to introduce a new way for constructing their dwellings. The new construction material brought new construction methodology, namely, using earth and bamboo which are indigenous materials, readily available for them to use. Using indigenous material at Mae-Hae region was most ecological and logical method for establishing sustainable dwellings both in terms of monetary and ecological reasons. Prior to the construction at Mae-Hae, Thailand, series of experimental tests on the strength of rammed earth were performed off site at our university and also brought soil samples from the actual job site at Mae-Hae for detailed soil analysis. Through the tests, integrity of the earth and characteristics of the soil were established to build a small senior citizen center as an example. This appropriate technology is expected to contribute to the sustainable construction at Mae-Hae.