• Computers and Concrete
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• 제18권1호
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• pp.53-68
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• 2016

In this study, an investigation is made from the statics and economic aspects of the possibility of using the composite material ferrocement on the surfaces of squat cylindrical grain silos. For this purpose, the geometry of two model silos, each of height 5 m and diameter 5 m and 12.5 m, was designed. Five different reinforced plates of 10 and 20 mm thickness were produced to research the most suitable ferrocement plates to be used on the surface of these silos. Most durable reinforcement type for covering the silo surface was determined by pressure and bending tests. Grade 30 and Grade 55 steel plates were also considered for use in covering steel-coated silos. In the statics analysis performed with SAP2000, the least plate thicknesses needed for silos surfaced with Grade 30 and Grade 55 steel were found to be 6.20 mm and 4.70 mm respectively for silos of diameter 5 m, and 6.70 mm and 5.00 mm for silos of diameter 12.5 m. In the economic analysis, it was found that 20 mm thick Type 4 (with a wire diameter of 0.30 mm and a mesh aperture of $2mm{\times}2mm$ square type) reinforced ferrocement surfacing material was 5.6-6.1 times more economical than Grade 30 steel surfacing material and 4.4-4.7 times more economical than using Grade 55 steel. These results show that ferrocement can be used in place of steel from the point of view both of statics and economy.

• 한국공간구조학회논문집
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• 제22권1호
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• pp.41-49
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• 2022

In the case of columns in buildings with soft story, the concentration of stress due to the difference in stiffness can damage the columns. The irregularity of buildings including soft story requires retrofit because combined load of compression, bending, shear, and torsion acts on the structure. Concrete jacketing is advantageous in securing the strength and stiffness of existing members. However, the brittleness of concrete make it difficult to secure ductility to resist the large deformation, and the complicated construction process for integrity between the existing member and extended section reduces the constructability. In this study, two types of Steel Grid Reinforcement (SGR), which are Steel Wire Mesh (SWM) for integrity and Steel Fiber Non-Shrinkage Mortar (SFNM) for crack resistance are proposed. One reinforced concrete (RC) column with non-seismic details and two columns retrofitted with each different types of proposed method were manufactured. Seismic performance was analyzed for cyclic loading test in which a combined load of compression, bending, shear, and torsion was applied. As a result of the experiment, specimens retrofitted with proposed concrete jacketing method showed 862% of maximum load, 188% of maximum displacement and 1,324% of stiffness compared to non-retrofitted specimen.

• 산업기술연구
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• 제21권A호
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• pp.7-14
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• 2001

In building structure, the story height can be minimized by providing openings in beams which serves for the utility equipments passing through. The dead space in false ceiling thus put to economical use in the form of a substantial reduction in materials and construction cost. In the case of steel structure, there is no critical risk in the structural strength because of reinforcing methods of stiffness and steel plate but in the case of reinforced concrete structure, proper provision should be made in designing these openings, otherwise there is a risk that these opening will possibly weaken the structural strength of the building frame to a critical degree. In this paper, for the numerical analysis of the reinforced concrete beams with circular opening in the web, expecting stress concentration of the circular opening, reinforcing methods were studied. Twenty test pieces with each different reinforcing methods were tested and their resisting forces were defined. From the numerical analysis and test results, the followings were founded;(1)high shear stress distributed around the openings reduce the shearing strength, (2)from the numerical analysis, the maximum tensile stress occurred at opening nodes 1,7, these phenomena were agreed with the test results, (3)reinforcing method around openings have to carried out for stopping diagonal cracks, and (4)both, by steel plate, and wire mesh, are effective reinforcing methods.

• 한국구조물진단유지관리공학회 논문집
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• 제22권1호
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• pp.23-31
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• 2018

최근 사용 중인 중앙분리대의 성능 등급을 뛰어넘는 사고가 발생하고 있다. 그러므로 피해를 줄이기 위해 중앙분리대의 성능 등급을 현재의 SB5-B등급보다 상향된 기준에 맞춰 개선하는 것이 필요하다. 이에 본 연구에서는 중앙분리대 충돌시험결과를 활용하여 적절한 모델을 개발 및 검증하고 강도성능이 향상된 콘크리트 중앙분리대 개발을 목표로 하였다. 중앙분리대 성능은 SB6등급으로 목표성능등급을 설정하였고, 중앙분리대의 강도성능 개선 요소로 강성보강과 연성보강의 두 가지 형태를 고려하였다. 강성보강으로는 와이어 메쉬 직경 증가, 중앙분리대 상단 부위 철판보강을 고려하였고, 연성보강을 위해서는 중앙분리대 하단에 고무패드를 설치하여 성능향상을 컴퓨터 시뮬레이션을 통해서 확인하였다. 시뮬레이션 결과, 와이어 메쉬 직경이 증가할 수록 중앙분리대의 부피 손실은 감소하였으며, 고무패드 사용시 트럭의 충격에너지를 중앙분리대의 변형에너지로 전환하여 충격흡수에 효과적인 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제3권4호
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• pp.59-66
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• 2002

낙석방지울타리의 설계는 지반의 종류 및 사면경사 그리고 상부 및 하부지반조건을 고려하여 실시된다. 도로절개면에 설치되는 낙석방지울타리는 사면으로부터 발생한 낙석을 적절히 지지하여 도로로의 유입을 차단하기 위해 설치한다. 낙석방지울타리의 구조적 규격은 가정된 낙석에너지에 의해 산정되며, 낙석방지울타리의 흡수가능에너지는 구성요소인 철망, 지주 및 와이어로프 각각의 흡수가능에너지 합으로 규정하고 있다. 그러나 현장시험결과 적은 낙석에너지로도 경우에 따라서 낙석방지울타리가 지지하지 못하는 경우도 있었다. 따라서 본 논문에서는 현행 낙석방지울타리에 대한 설계기준의 문제점을 파악하고 이를 보완하기 위한 방법을 제안하고자 하였다.

• 태양에너지
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• 제14권2호
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• pp.29-37
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• 1994

본 연구에서는 다공성 물질을 이용한 공기용 태양열 집열기에서 사용될 수 있는 유리덮개 및 다공성 매질의 파장에 따른 투과율(transmittance)을 UV-visible spectrophotometer및 FT-IR spectrometer을 이용하여 측정하였다. 유리의 경우에는 전자기 이론으로 유도된 투과율과 실험적 투과율을 비교하여 유리의 복소굴절율(complex refractive index)을 구하였다. 또한 분산이론(classical dispersion theory)으로부터 구한 이론적 복소굴절율과 비교하였다. 다공성 매질은 15 메쉬의 stainless steel wire screen을 여러 겹으로 겹쳐 이에 대한 투과율을 측정하였다. 그리고 two-flux모델을 사용하여 흡수계수(absorption coefficient) 및 후면산란 계수(backscattering coefficient)를 구하였다.

• 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.

• Journal of Chest Surgery
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• 제30권3호
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• pp.348-348
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• 1997

48세 남자 환자의 전종격동을 깊게 침범하며 흉골에서 발생한 거대한 연골육종을 치료하였다. 환자는 흉골의 연골육종과 주변의 정상변연 4cm을 포함하여 광범 위 절제술을 받았으며 그 종양 자체 는 양측의 쇄골과제 1,2,3늑연골을 포함하는 15× 16X10cm크기였다. 종양의 광범위 절제술후 남은 결손 부위는 매우 컸으며 흉벽 재건술을 Marled mesh와 methylmethacrylate와 wire steels로 겹싸는 sandwich식의 방법으로 시행하였고 연부조직의 재건술 또한 대흉근을 이용한 근피 판 치환술을 시행하 였다. 그러나 환자는 수술후 결핵성 종격동염이 발생되었고 다량의 농이 배출되었다. 재수술은 흉벽 재건술시의 사용되었던 이물질 모두를 제거하고 괴사성 조직의 소파술과 배농술을 시행하였다. 환자는 1 년간 항결핵제요법을 시행하였으며 완치되었기에 문헌고찰과 보고하는 바이다.

• Journal of Chest Surgery
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• 제30권3호
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• pp.248-252
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• 1997

48세 남자 환자의 전종격동을 깊게 침범하며 흉골에서 발생한 거대한 연골육종을 치료하였다. 환자는 흉골의 연골육종과 주변의 정상변연 4cm을 포함하여 광범 위 절제술을 받았으며 그 종양 자체 는 양측의 쇄골과제 1,2,3늑연골을 포함하는 15$\times$ 16X10cm크기였다. 종양의 광범위 절제술후 남은 결손 부위는 매우 컸으며 흉벽 재건술을 Marled mesh와 methylmethacrylate와 wire steels로 겹싸는 sandwich식의 방법으로 시행하였고 연부조직의 재건술 또한 대흉근을 이용한 근피 판 치환술을 시행하 였다. 그러나 환자는 수술후 결핵성 종격동염이 발생되었고 다량의 농이 배출되었다. 재수술은 흉벽 재건술시의 사용되었던 이물질 모두를 제거하고 괴사성 조직의 소파술과 배농술을 시행하였다. 환자는 1 년간 항결핵제요법을 시행하였으며 완치되었기에 문헌고찰과 보고하는 바이다.

• 산업기술연구
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• 제28권A호
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• pp.89-96
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• 2008

An increase in the amount of cracking in repaired concrete bridge decks using VES-LMC(Very Early Strength - Latex Modified Concrete ; below VES-LMC) has been noticed by Yun et al(1). Literature indicates that indeed many concrete bridge decks develop transverse cracking, most developing at early ages(3~7 days), many right after construction. The purpose of this study was to establish prevention of map, transverse and longitudinal cracking in VES-LMC and to provide a control methods for minimizing the occurrence of cracks. The proposed prevention against map and transverse cracking was verified by field applications. VES cement was modified, the unit cement contents was reduced into $360kg/m^3$ from $390kg/m^3$, the maximum size of coarse aggregate was increase into 19mm from 13mm, wire mesh and steel fibers were incorporated in concrete mixture. A series of variable combinations were attempted. As a results, the proposed prevention against map and transverse cracking was verified because no crack were occurred until 90 days after overlay.