• Title/Summary/Keyword: 3시간 내화성능

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EVA Sheet and Butyl Rubber based Waterproofing·Anti-Corrosion Sheet for Corrosion Maintenance and Repairing in the Interior Side of the Large Steel Pipes in Water Treatment Facilities (상수도용 대구경 녹 발생 강관 내부의 보수 및 성능 유지를 위한 EVA 시트와 부틸고무를 합지한 자착식 방수방식 시트의 부착성능 평가)

  • An, Ki-Won;Kim, Byoung-Il;Oh, Sang-Keun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.5 no.3
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    • pp.267-274
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    • 2017
  • This study discusses the applicability of environmental friendly EVA based butyl rubber self-adhesive waterproof sheet designed to prevent corrosion of large scale pipes used in the water treatment facilities during th water treatment process. The experiments conducted tested the waterproofing sheet's adhesion strength on the steel surface of the pipes and checked for whether the material has the proper response properties against the various environmental conditions. In addition, it the sheet adhered to the steel pipe was to see if the adhesion hold against the water pressure due to the ingress of inflow water. Finally, the waterproofing sheet's adhesion strength was tested on a rusted steel surface to confirm whether the material has the necessary properties to secure stable adhesion strength and prevent corrosion of steel pipes at the same time during the process of installation or maintenance. As a result, the self-adhesive waterproof sheets showed that all attachments in the untreated, long term pressuring, immersion in chemical substance (hydrochloric acid, hypochlorous acid, sodium hydroxide), low temperature ($-20^{\circ}C$) conditions showed a adhesion performance of higher than 1.5N/mm, which is the performance standard of KS F 4934. Also, in the testing to check for the adhesion property against inverse water pressure, it was observed that the adhesion failure did not occur even up to $3.0N/mm^2$ pressure. Also, in the process of assessing the adhesion performance on rusted steel surface, specimens after 12 hours of corrosion treatment was shown to have 2.1N/mm, and specimens after 168 hours of corrosion treatment was shown to have 2.0N/mm adhesion strength performance.

Study on Optimum Condition of Water-Repellent Finishing For PPS Fabrics (PPS 원단의 발수가공을 위한 최적의 가공조건 고찰)

  • Lee, In-Yeol;Jeong, Go-Eun;Lee, Stephen
    • 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.

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Temperature-Dependency Thermal Properties and Transient Thermal Analysis of Structural Frames Exposed to Fire (온도의존성 열특성 계수를 고려한 화재에 노출된 철근콘크리트 골조의 해석적 연구)

  • Han, Byung-Chan;Kwon, Young-Jin;Kim, Jae-Hwan;Shin, Yeong-Soo;Choi, Eun-Gyu
    • 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.

Analysis of RSET According to Exit Installation Standards for the Exterior of a Food Manufacturing Plant Building (식품공장 건축물 바깥쪽으로의 출구 설치기준에 따른 RSET 분석)

  • Park, Ha-Soung;Lee, Jae-Wook;Kong, Ha-Sung
    • 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.