• Journal of Korean Society of Environmental Engineers
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• v.30 no.3
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• pp.331-338
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• 2008

Coal-tar enamel, blown asphalt and polyethylene have been used as wrapping materials of steel pipe in Korea. Currently, every manufacturer produces wrapped steel pipes with different materials and methods, and little research has been performed to get on wrapping methods and materials. In this research, properties of wrapping material of steel pipe used for water supply have been evaluated. All of the materials tested in this work were found to meet the standard. Among the wrapping materials of steel pipe tested, blown asphalt and coal-tar enamel were reasonable in price, and their mechanical properties were excellent. The quality of the wrapped steel pipes was being melted easily in organic solvent. When coated thick, the load of the steel pipes was higher than necessary. Tensile strength of cathode exfoliation and PE 3-layer wrapping method was excellent. The pulling intensity of T-Die PE 3-layer was stronger than PE fluidized in PE wrapping method. Cathode exfoliation area was smaller than PE fluidized. Mechanical property and thermo-property of T-Die PE 3-layer were excellent and its anti-chemical property was great. Liquid epoxy can change the property of coating materials depending on the hardening condition and resin selection. Polyurethane used in this test showed a less adhesive strength with steel pipes than epoxy. Moisture absorbance rate was higher than Epoxy's, however. To utilize polyurethane as wrapping materials, basic property of the matter should be improved followed by finding the best suited coating condition. The method of PE 3-layer by extrude method appeared to be the best in this study. However, identification of other wrapping materials requires further additional tests.

• Journal of the Korean Institute of Gas
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• v.24 no.4
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• pp.18-24
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• 2020

The purpose of this study is to validate thermal hinderance effects, i.e., feasibilities, of fire-proof structure for LPG tank exposed to fire from adjacent burning building. The panel materials suggested for the fire-proof structure are (1) 10 mm-thick wood, (2) wood with fireproof coating, (3) 75 mm-thick Expanded Polystyrene, (4) 75 mm-thick glass wool filled sandwich panel, and (5) 75 mm-thick autoclaved lightweight concrete. The square planar fire source of 1 ㎡, a matrix of nozzles releasing 120-140 g/s of LPG, is used to heat up the wall and the tank beyond, mimicking heat transfer from burning exterior wall finishes. The feasibility is tested by inspecting structural integrity after test, and then by examining temperatures at both sides of panels and tank's front surface as well as heat fluxes. As a result, it can be concluded that, among the suggested sample materials, fire-proof wall with ALC panel only showed the feasibility for explosion prevention with the proven evidences of structural integrity and least increase in temperature of tank.

• The Journal of the Convergence on Culture Technology
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• v.10 no.2
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• pp.201-208
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• 2024

In this study, we investigated whether the evacuation time according to the exit installation standards specified in the building code during a food factory fire is compatible with the evacuation time based on the performance-based design specified by the fire department, in order to determine if evacuation safety is ensured. We used the Pathfinder program to confirm the evacuation time, and experimented with three scenarios for exit installation standards towards the outside of the building: 60m, 80m, and 100m. The target building in the experiment corresponded to the building code's exit installation standard of 100m from each dwelling. The experimental results showed tt in the cases of 80m and 100m, ASET exceeded RSET, indicating tt evacuation safety was not ensured, while in the case of 60m, evacuation safety was maintained. Through this study, it was confirmed tt even when the exit installation standards towards the outside of the building are met, evacuation safety may not be guaranteed.

• Composites Research
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• v.23 no.4
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• pp.44-51
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• 2010

Recently, to solve the problems associated with the neutralization and corrosion of reinforced concrete compression members, the structural configurations such as CFFT (Concrete Filled GFRP Tube) and RCFFT (Reinforced Concrete Filled GFRR Tube) have been developed and applied to main members of civil engineering structure. These members can increase structural performance in terms of structural stability, ductility as well as chemical resistance compared with conventional concrete structural members. Many researches in numerous institutions to predict the load carrying capacity of the concrete compression member strengthened with FRP materials have been conducted and they have been suggested an equation for the prediction of the load carrying capacity of the members. Through the review of the research results, it was found that their results are similar each other. Moreover, it was also found that the results are not directly applicable to our specimens since the results are largely depended upon the member configurations. Also, since the accurate design criteria for the RC members strengthened with FRP such as RCFFT have not been established properly, relevant theoretical and experimental investigations must be conducted for the application to the practical structures. In this study, structural behavior of RCFFT was evaluated through compressive and quasi-static flexural tests in order to formulate design criteria for the structural design. In addition, the RCFFT members were also investigated to examine their confinement effect and the equations capable of estimating the compressive ultimate strength and flexural stiffness of the RCFFT members were proposed.

• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.4
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• pp.357-364
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• 2018

Fly ash is a material used as a concrete admixture. When fly ash is used for concrete manufacturing, it is expected to improve the performance such as reduction of cement usage and increase of chemical resistance. However, fly ash have some problems such as unburned carbon content and amorphous film on the surface of fly ash particles. When concrete is manufactured using fly ash containing a large amount of unburned carbon, there is a problem that the slump is lowered due to adsorption of AE agent. In addition, the amorphous film on the surface of the particles prevents the reactive substances from leaching out of the fly ash. Therefore, a method of surface treatment of fly ash using plasma has been studied to remove such unburned carbon and amorphous films. However, plasma has the problem that $O_3$ is generated when $O_2$ is used as an active gas. $O_3$ is a harmful substance and adversely affects the health of the experimenter. In this study, the surface of fly ash was treatment by arc discharge. Experimental results show that the unburned carbon is removed when the surface of fly ash is treatment by arc discharge and the amorphous film was broken and the reactivity was improved. Therefore, it is considered that arc discharge can treatment the surface of fly ash and improve the quality of fly ash.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.1
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• pp.12-23
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• 2024

In this study, a structural concrete square beam was developed using the centrifugal molding technique. In order to secure the bending stiffness of the cross section, the hollow rate of the cross section was set to 10% or less. Instead of using the current poor mixture of concrete and a concrete mixing ratio with a high slump (150-200) and a design strength of 100 MPa or more was developed and applied. In order to investigate the durability of centrifugally formed PSC square beams to be used as the superstructure of the avalanch tunnel or ramen bridge, the durability performance of ultra-high-strength centrifugally formed concrete with a compressive strength of 100 MPa was evaluated in terms of deterioration and chemical resistance properties.Concrete durability tests, including chloride penetration resistance, accelerated carbonation, sulfate erosion resistance, freeze-thaw resistance, and scaling resistance, were performed on centrifugally formed square beam test specimens produced in 2022 and 2023. Considering the information verified in this study, the durability of centrifugally molded concrete, which has increased watertightness in the later manufacturing stage, was found to be superior to that of general concrete.

• Journal of the Korea Concrete Institute
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• v.19 no.3
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• pp.283-292
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• 2007

A research projects is currently being conducted to develop a nonlinear finite element analysis methods for predicting the structural behavior of reinforced concrete frame structures, exposed to fire. As part of this, reinforced concrete frames subjected to fire loads were analyzed using the nonlinear finite-element program DIANA. Two numerical steps are incorporated in this program. The first step carries out the nonlinear transient heat flow analysis associated with fire and the second step predicts the structural behavior of reinforced concrete frames subjected to the thermal histories predicted by first step. The complex features of structural behavior in fire conditions, such as thermal expansion, plasticity, cracking or crushing, and material properties changing with temperature are considered. A concrete material model based on nonlinear fracture mechanics to take cracking into account and plasticity models for concrete in compression and reinforcement steel were used. The material and analytical models developed in this paper are verified against the experimental data on simple reinforced concrete beams. The changes in thermal parameters are discussed from the point of view of changes of structure and chemical composition due to the high temperature exposure. Although, this study considers codes standard fire for reinforced concrete frame, any other time-temperature relationship can be easily incorporated.

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2011.11a
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• pp.47-47
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• 2011

국내의 기능성 난연성 섬유 제조기술은 원사 자체에 난연제가 포함된 상태인 난연 PET 원사나, 일반 PET 원단에 후방염 처리한 원단이 사용되기에 난연 방염성능이 만족스럽지 못하고 친환경적이지 못한 실정이다. 오늘날 세계 난연섬유 시장 규모는 10조원에 이르고 있으며 국내에서도 화재에 대한 경각심이 높아지는 추세이므로 기능성을 갖춘 고부가가치 난연소재의 개발이 시급하다. 폴리페닐렌술피드(PPS)는 내열성 및 내화학약품성이 뛰어난 열가소성 고분자로 용융방사가 가능하다. 난연성이 높은 양모섬유 또는 아크릴계 난연섬유, 아라미드 섬유 등은 비용 문제로 범용화에 한계가 있으므로 비교적 저렴한 PPS 섬유가 개발될 경우 범용화를 기대할 수 있다. 현재는 PPS 섬유가 특수한 용도에 주로 사용되고 있으나 우수한 난연 특성을 이용하여 일반 용도로의 사용 및 수요가 급격히 늘어날 것으로 예상되며 우선적으로 인테리어용 원단, 특히 커튼이나 소파용 원단으로 용도 전개가 가능할 것으로 판단하였다. 본 연구에서는 소파용 PPS 원단의 후가공 조건의 선정 및 불소계 발수방오가공을 위한 최적의 조건을 선정하고자 하였다. Padding(wet pick up율 $80{\pm}3%$)-Drying($105^{\circ}C$, 2.5min)-Curing은 시간은 1분으로 고정시킨 후, 온도를 150, 160, 170, 180, 190, $200^{\circ}C$에서 처리하여 Yellowness값을 측정한 결과, 온도가 높아질수록 Yellowness값이 커지는 것으로 미루어 보아 PPS원단은 높은 열에 영향을 받아 황변 현상이 일어나는 것으로 사료된다. 특히 $180^{\circ}C$를 기점으로 값에 큰 변화를 보였으므로 최적의 열처리 온도는 $170^{\circ}C$로 선정하여 이후의 실험을 진행하였다. 또한 큐어링 시간이 황변에 미치는 영향을 분석한 결과 온도에 의한 영향에 비해 적은 편으로 사료되었으나, 1.5min을 기점으로 Yellowess값이 높아졌으므로 최적의 열처리 시간을 1분으로 선정하였다. 최종 가공조건인 $170^{\circ}C$, 1분에서 처리한 시험포는 처리전 원단과 비교하였을 때, ${\Delta}$Yellowness가 2.84 정도로 나타났다. 그 후, PPS 원단에 불소가공제 (TG-991N, 동인텍스켐)의 적정 농도를 선정하기 위해 1~7%까지 농도를 높이며 처리한 결과, 불소가공제의 농도가 높아짐에 따라 황변현상이 나타남을 알 수 있었다. 농도가 높아짐에 따라 Yellowness값은 증가하다가 4% 이후 완만해지는 것을 알 수 있었으므로 IPA/Water Drop test와 발수도시험 (KS K 0590;2008)을 통해 적정 농도를 선정하였다. PPS 원단은 불소가공제의 농도가 높아짐에 따라 발수도가 우수해졌으며, 가공제 농도 3% 처리만으로도 우수한 발수도를 나타내었으나 100% 발수를 위해서는 가공제 농도가 5% 이상 처리되어야 하는 것을 확인할 수 있었다.