• 공학논문집
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• 제8권1호
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• pp.31-50
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• 2006

수축은 콘크리트에 균열을 발생시키는 경우도 있다. 일반적 조건하에서는 콘크리트의 건조를 피할 수 없으며 건조가 일어나면 수축이 생기므로 대부분의 콘크리트 적용분야에서는 실제로 이와 같이 균열발생을 고려하여야 한다. 균열이 발생한 콘크리트는 균열이 없는 콘크리트에 비하여 강도가 약하고 투과성이 크며 화학적 침식의 영향을 받기 쉽다. 또 재령의 경과에 따라 경량기포콘크리트의 강도발현은 기포제의 종류, 물과 시멘트와의 비, 양생조건 및 기간 등과 같은 인자에 의존하고 있다. 경량기포콘크리트의 강도가 높으면 높을수록 수축에 의하여 균열이 발생할 가능성이 감소한다. 그러므로 온돌구조용으로의 경량기포콘크리트의 강도는 소포율과 시멘트의 건조수축과의 균열저감효과에 크게 의존된다.

• International Journal of Concrete Structures and Materials
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• 제8권1호
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• pp.83-97
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• 2014

This paper presents the results of an investigation aimed at developing reinforced concrete beams consisting of precast permanent U-shaped reinforced mortar forms filled with different types of core materials to be used as a viable alternative to the conventional reinforced concrete beam. To accomplish this objective, an experimental program was conducted and theoretical model was adopted. The experimental program comprised casting and testing of thirty beams of total dimensions $300{\times}150{\times}2,000mm$ consisting of permanent precast U-shaped reinforced mortar forms of thickness 25 mm filled with the core material. Three additional typical reinforced concrete beams of the same total dimensions were also cast to serve as control specimens. Two types of single-layer and double-layers steel meshes were used to reinforce the permanent U-shaped forms; namely welded wire mesh and X8 expanded steel mesh. Three types of core materials were investigated: conventional concrete, autoclaved aerated lightweight concrete brick, and recycled concrete. Two types of shear connections between the precast permanent reinforced mortar form and the core material were investigated namely; adhesive bonding layer between the two surfaces, and mechanical shear connectors. The test specimens were tested as simple beams under three-point loadings on a span of 1,800 mm. The behavior of the beams incorporating the permanent forms was compared to that of the control beams. The experimental results showed that better crack resistance, high serviceability and ultimate loads, and good energy absorption could be achieved by using the proposed beams which verifies the validity of using the proposed system. The theoretical results compared well with the experimental ones.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.461-464
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• 2004

The reduction effect of floor impact noise depends on the various factors such as stiffness and thickness of the concrete slab, finishing If ceiling materials and the composition method. Among the rest it is well known that floating floor system is more effective. Standard floating floor(SFF) type-2 consisted of 50mm lightweight aerated concrete(LAC) and 20mm damping material has been widely used. But LAC construction problem on dry damping material occurred and the reduction effect of floor impact noise has bare minimum qualifications. Thus the aim of this study is to develop 40mm composite damping material(Soundzero Plus) for SFF type-5 which substitute LAC and damping material. 'Soundzero Plus' is satisfied with quality requirement for damping material for SFF. The heat transition rate, $0.45W/m^2{\cdot}K$ is more effective 55% about than the regulation. The test results of floor impact noise by using 'Soundzero Plus' are showed good improvement about 12dB (tested by tapping machine) and 4dB (tested by bang machine) between before and after.