• Title/Summary/Keyword: 내화학 성능

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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.

A study on the Properties of Composite Systems Using Polymer-Modified Mortar and Epoxy Resins for Waterproofing and Anti-Corrosion of Concrete Structures (시멘트 혼입 폴리머와 에폭시수지를 복합한 수처리 콘크리트구조물용 방수방식재료의 성능평가에 관한 연구)

  • Bae Kee-Sun;Jang Sung-Joo;Oh Sang-Keun
    • Journal of the Korea Concrete Institute
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    • v.17 no.1 s.85
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    • pp.3-10
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    • 2005
  • The purpose of this study is to investigate the properties of composite systems using polymer cement and epoxy resins for waterproofing and anti-corrosion to concrete structures such as water supply facilities and sewage-works. For the waterproofing and anti-corrosion of concrete structures, there can be required various properties such as absorption capacity and water permeability, adhesion and tensile strength, hair crack-resistance, impact-resistance, repeated low and high temperature test and chemical resistance, soundness for drinking water, soundness for drinking water and etc. In this study these engineering properties of composite systems using polymer-modified mortar and epoxy resins were examined and could be confirmed to satisfy the guidelines of KS. Especially, it was turn out that the adhesion properties was excellent and high crack-resistance up to 1.49 mm will be perform.

Experimental Study on the Flexural Performance of Steel Beams Reinforced by AFRP Sheets (아라미드 섬유 쉬트를 이용한 철골 보 부재의 휨 보강 성능에 관한 실험적 연구)

  • Kim, Kang Seok;Nah, Hwan Seon;Kim, Kang Sik;Lee, Hyeon Ju;Lee, Kang Min
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.15 no.2
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    • pp.61-69
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    • 2011
  • Fiber Reinforced Plastic (FRP) sheets have been widely used to retrofit and rehabilitate RC structures, while in case of retrofitting steel structures, there are no codes and researches. It stems from configuration of member and characteristics of bonding behavior. This study focused on the static behavior of steel beams reinforcement by AFRP sheets. The main objective of the experimental programme was the evaluation of the force transfer mechanism, the increment of the beam load carrying capacity and the bending stiffness. A bending test was conducted on a H-shaped steel beam, with aramid FRP sheets bonded to its flanges. The mid-span deflection and the strain from three points along AFRP sheets were recorded Test results exhibit that the increment of the load-carrying capacity with reference to a mid-span deflection level of 15 mm(1/125mm of the clear span) was equal to 9.4% and for the two layers case, an elastic stiffness increment is slightly higher than one layer case.

Remaining Strength of Fireproof Mortar using the Oyster Shell as a Fine Aggregate (굴 패각을 잔골재로 활용한 내화모르타르의 잔존강도 특성)

  • Jung, Ui-In;Kim, Bong-Joo
    • Journal of the Korea Institute of Building Construction
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    • v.17 no.5
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    • pp.411-418
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    • 2017
  • This study classified oyster shells that produced as a industrial waste into 3 distribution by washing, drying and processing them. Mortar specimens with a constant ratio by using this to substitute fine aggregates were made, and the specimens were heated under the heating conditions of $300^{\circ}C$, $600^{\circ}C$ and $900^{\circ}C$ based on the 28-day age. On the age of 28 days, the plain flexural strength was found to be 9.2MPa, and in O 0.15, it was shown to be 4.4~7.9MPa depending on the substitution rate. It was found to be 4.4~7.7MPa in O 1.2~2.5 depending on the substitution rate, and last but not least, it was shown to be 6.1~8.8MPa in case of O 2.5~5.0 depending on the substitution rate. In case of the compressive strength of the 28-day age, it showed the difference of 23.6~43.2MPa in O 0.15 depending on the substitution rate, and 20.4~45.1MPa in O 1.2~2.5 depending on the substitution rate, and last but not least, 17.1~40.4MPa in case of O 2.5~5.0. As a result of measuring the residual strength through heating, in case of substituting fine aggregates less than O 0.15 by 100%, it showed the lowest strength reduction ratio, and it is expected that the heat-resisting property could be achieved through processing and proper mixing of oyster shells through these results.

A Study on the Improvement of Performance Standard and Classification for the Firestop Accreditation System (내화충전구조 인정제도의 성능기준 및 등급분류 개선에 관한 연구)

  • Lee, H.D.;Choi, Y.J.;An, J.H.;Jeong, A.Y.;Seo, H.W.;Park, Jin O
    • Journal of the Korean Society of Safety
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    • v.35 no.4
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    • pp.32-39
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    • 2020
  • The fire compartments with fire-resistant construction are installed in the principal structural parts of a building in order to reduce damage in the event of a building fire. As a fire may spread through a crack in the fire compartment, the firestop with secured performance is used according to the procedure, methods, and standards specified in the detailed operation guideline. According to the current detailed operation guideline, vertical members (wall penetration) and horizontal members (floor penetration) are classified into different categories respective to each other for the classification of the firestop. Therefore, an accreditation applicant must apply for the performance test for each structure even if the wall and the floor have the same structure. Also, Grade T is used for the firestop that penetrates the fire compartment. However, in the case of foreign countries, the use of Grade F for the firestop is allowed even if it penetrates the fire compartment. The result of the precedent studies also showed that there was a significantly low possibility of fire to spread even if Grade F was applied for a metallic duct that penetrated the fire compartment. In this study, the improved scheme for the classification and performance standard of firestops was presented by analyzing the results of precedent studies regarding the firestop and domestic and overseas firestop qualification systems.

Development of FRP Recycling Process for Regenerating Applications of Fire Resistance Performance of High Strength Concrete (고강도 콘크리트의 내화성능 용도에 따른 FRP재활용 공정 개발)

  • Lee, Seung Hee;Park, Jong Won;Yoon, Koo Young
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.18 no.3
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    • pp.207-215
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    • 2015
  • In the last decade, increasing national research fund for recycling the waste FRP (fiber reinforced plastics) ships which has caused environmental problems, improves the technology making concrete-reinforcing fibers out of the waste FRP. Furthermore, the concrete with recycled FRP fiber was tested for the structural performance. Experimental strength tests show that use of recycled FRP powder does not reduce the compressive strength of high strength concrete, and does increase the fire resistance performance of high strength concrete significantly. But, the study in investigating the properties of recycled fiber powder from waste FRP has not been completed because of the absence of the method of separation of mat layer from the waste FRP. This study is to propose a new extracting method of the mat layer from waste FRP, which is the efficient and environment friendly system. and thus it is considered to be the useful recycling method for fire resistance high concrete products or structures.

Effect of Alkali Activators on Early Compressive Strength of Blast-Furnace Slag Mortar (고로슬래그 모르타르의 초기 강도에 대한 알칼리자극제의 영향)

  • Moon, Han-Young;Shin, Dong-Gu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.3
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    • pp.120-128
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    • 2005
  • In the construction industry, due to the cost rise of raw material for concrete, we have looked into recycling by-products which came from foundry. When using the Ground Granulated Blast-Furnace Slag(SG), it is good for enhancing the qualities of concrete such as reducing hydration heat, increasing fluidity, long-term strength and durability, but it has some problems : construction time is increased or the rotation rate of form is decreased due to low development of early strength. In this study, therefore, to enhance the early strength of SG mortar, we used some alkali activators(KOH, NaOH, $Na_2CO_3$, $Na_2SO_4$, water glass, $Ca(OH)_2$, alum. This paper deals with reacted products, setting time, heat evolution rate, flow and the strength development of SG cement mortar activated by alkali activators. From the results, if alkali activators were selected and added properly, SG is good for using as the materials of mortar and concrete.

A Study on the Spalling Properties of Polymer Modified Cement Mortar Using Polypropylene Fiber (폴리프로필렌 섬유를 혼입한 폴리머 시멘트 모르타르의 폭렬특성에 관한 연구)

  • Kim, Min-Sung;Sim, Sang-Rak;Ryu, Dong-Woo
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.4
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    • pp.305-311
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    • 2020
  • Polymer modified cement mortar (PCM) can improve the performance of adhesion strength, flexural strength, chemical resistance, etc., compared with cement mortar, and is widely used when repairing RC structures. However, PCM causes a burst in an environment with high temperature and fire rate, which causes problems in the stability of the structure. In this study, for the purpose of developing explosive reduction PCM, the polymer mixing ratio is 2%, 4%, 6%, the fiber length is 6mm, 12mm, 6+12mm, and the PP fiber mixing rate is 0.05 Vol% and 0.1 Vol%. Furnace heating experiment (600℃, 800℃) was carried out. As a result of comparative analysis of the explosive properties, it was confirmed that the explosive reduction effect due to the fiber incorporation was insufficient when the polymer mixing amount was 6% or more.

A Study on the Properties of Traditional Korean Roof Tile by Using Nano Alumino Silicate (전통한식기와의 나노알루미노실리케이트 첨가에 따른 성능연구)

  • Kim, Soon-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.5
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    • pp.425-432
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    • 2020
  • The appearance of Korean traditional roof tiles is beautiful and excellent in water resistance, fire resistance and durability, but a high sintering temperature of 1,200℃ or higher is required. Therefore, due to the economical and heavy weight problem, the current trend is to use different roof finishing materials than Korean traditional roof tiles. By adding nanoaluminosilicate to clay and kaolin, which are the materials of the clay roof tiles, the sintering temperature is sintered at a low temperature of 1,000℃ or less, and the optimal mixing and material process is designed to satisfy the characteristics required as a Korean traditional roof tile. The results of this study again demonstrate the superiority of Korean traditional tiles with roof finishing materials using nanoaluminate. The properties of Korean traditional roof tiles that satisfy the criteria of KS F 3510 by applying fire resistance of natural minerals and nanoparticle technology to flexural strength of 2800N, Bulk specific gravity of 2.0g/㎤ and absorption rate of less than 10.0%, through which and researched materials development.

Properties of Coating Film Containing Silicone acrylate (실리콘 아크릴레이트를 함유하고 있는 코팅필름의 물성)

  • Lee, Bong-Woo;Bang, Moon-Soo;Hong, Jin-Who;Kim, Dae-Jun;Kim, Hyun-Joong
    • Journal of Adhesion and Interface
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    • v.3 no.4
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    • pp.10-18
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    • 2002
  • Modern plastics are of great importance in many practical applications and their performance can be enhanced by surface modification to improve their hardness, wear and chemical resistance. The object of this study is invention of functional hardening coating materials which are applied to plastic, such as polycarbonate, polymethylmethacylate and acrylonitrilebutadienestyrene. In order to invention of hardening coating materials, we synthesized new silicone acrylate oligomer and prepared coating films containing silicone acrylate oligomer (SAOE) on PC substrate. The curing of coatings is performed by UV-radiation. As results of experiments, The properties of coating films which are contained SAOE is greatly improved in comparison with coating films non-contained SAOE. Especially, when 1 wt% SAOE was introduced into the coating formulation, the UV hardening coatings obtained showed the best surface hardness and gloss.

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