• Smart Structures and Systems
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• 제17권4호
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• pp.559-576
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• 2016

This study is intended to propose a precast bridge deck system, which has ribbed loop joints between the decks and lacks internal tendons to improve the workability of existing precast deck system. A composite bridge deck specimen was fabricated using the proposed precast deck system, and static and fatigue load tests were conducted to evaluate the structural behavior and the crack pattern of the deck. Leakage test of the deck joints was also conducted and finite element analysis was carried out to compare with the test results.

• Computers and Concrete
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• 제5권6호
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• pp.525-544
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• 2008

In this research, the self-centering effect in precast and prestressed reinforced concrete structures was investigated experimentally. The reinforced concrete beams and columns were precast and connected by post-tensioning tendons passing through the center of the beams as well as the panel zone of the connections. Three beam-to-interior-column connections were constructed to investigate parameters such as beam to column interfaces (steel on steel or plastic on plastic), energy dissipating devices (unbonded buckling restrained steel bars or steel angles) and the spacing of hoops in the panel zone. In addition to the self-centering effect, the shear strength in the panel zone of interior column connections was experimentally and theoretically evaluated, since the panel zone designed by current code provisions may not be conservative enough to resist the panel shear increased by the post-tensioning force.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.619-622
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• 2004

In this study, a moment resisting precast concrete beam-column connection is proposed. An experimental study was carried out to investigate the connection behavior subjected to cyclic loading. Three precast beam-column interior connections and one monolithic connection were tested. Variable included the detailing used at the joint to achieve structural constructability and the location of mild steel reinforcement and high strength bar. During specimen fabrication, the joint details enables ease and speed of construction. Connection performance is evaluated on the basis of ductility, energy dissipation capacity, connection strength, and drift capacity. Based on test results, the precast concrete beam-column connection is capable of matching or exceeding the performance of the monolithic connection.

• 한국건설순환자원학회논문집
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• 제4권1호
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• pp.1-9
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• 2016

건설폐기물은 과거 10년 동안 큰 변동 없이 배출량이 지속되고 있는 반면, 순환자원으로의 활용은 매립과 뒤채움재, 도로기층이나 보조기층 등 주로 저급 골재로의 사용으로 국한되어 왔다. 따라서 본 연구에서는 순환잔골재의 다량 활용을 위한 방안으로 콘크리트 2차 제품의 잔골재 대체재로써의 활용성에 대해 검토하고자 하였다. 접근 방법으로는 현장에서 사용되고 있는 건식과 습식 공정과 신속한 제품생산을 위해 적용하고 있는 증기양생을 적용하였다. 예비실험을 통해 각 배합방식별로 주요 실험변수들을 도출하였으며, 이를 통해 각 변수가 콘크리트 물성에 미치는 영향을 평가하였다. 순환잔골재의 대체효과에 대한 실험에서는 대체 비율이 높을수록 건식과 습식 모두 작업성 및 강도저하가 발생되었으며 그에 따른 저하량을 예측할 수 있는 식을 제안하였다. 본 실험을 통해 다소 콘크리트 물성과 역학적 특성 저하가 나타나지만, 2차 콘크리트 제품의 구성재료로서 순환잔골재의 다량 활용이 가능하다는 것을 확인할 수 있었다.

• 콘크리트학회지
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• 제7권3호
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• pp.76-89
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• 1995

• 콘크리트학회지
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• 제6권5호
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• pp.6-7
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• 1994

• 콘크리트학회지
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• 제6권5호
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• pp.34-39
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• 1994

• 콘크리트학회지
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• 제9권1호
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• pp.68-75
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• 1997

• 대한건축학회논문집:구조계
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• 제33권12호
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• pp.45-52
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• 2017

The precast concrete (PC) method has many advantages in fast construction, quality control, etc. In domestic construction market, however, its application has been quite limited because of the concerns about structural integrity and seismic performances due to the discrete connections between precast concrete members. By applying the post-tensioning method, the precast beam-column connection can be well tightened, allowing improved structural integrity, and proper seismic performances can be also achieved. In this study, reversed cyclic tests have been conducted on the beam-column connection specimens, where the test variables included the compressive strength of grouting mortar and the tensile strengths of prestressing strands, based on which their seismic performances have been examined in detail. The post-tensioned PC beam-column connections showed good seismic performances comparable to that of the monolithic reinforced concrete connection specimen. When 2400 MPa prestressing strands are applied to the beam-column connection, it is preferable to adjust the prestress level similar to that applied for the 1860 MPa prestressing strands to avoid premature local crushing failures at the beam-column connections.

• 한국강구조학회 논문집
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• 제26권1호
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• pp.31-42
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• 2014

본 연구에서는 콘크리트충전 각형강관에 구조용 피복콘크리트를 적용한 합성기둥에 대하여 연구하였다. 1/3~1/2 축소모델의 편심 압축실험체 4개와 중심압축실험체 1개를 제작하여 압축실험을 수행하였다. 실험 변수는 피복콘크리트의 강섬유 첨가여부, 편심거리, 기둥 길이, 그리고 횡보강 상세이다. 일부 실험체에서 최대강도 도달 후 피복콘크리트의 탈락으로 인한 강도저하가 발생하였으나 모든 실험체는 현행 설계기준(KBC 2009)에 의한 휨 압축 강도 및 공칭 압축강도를 초과하는 하중재하능력을 보였다.