• Title/Summary/Keyword: Fire Resistant Panel

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Safety Evaluation of Fire Resistant Extruded Panel for Partition Wall System

  • Choi, Duck-Jin;Kim, Jin-Man
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.6
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    • pp.586-595
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    • 2012
  • While the extruded cement panel has many advantages compared to drywall, it has limited applicability in buildings due to its low fire resistance. However, an extruded panel in which the fire resistance has been dramatically enhanced through the addition of a-hemihydrate gypsum is expected to become widely applied as a partition wall or interior material for buildings. To ensure its applicability, certain safety requirements for use, such as the leaning load by residents, the impact by indoor articles, and the fire, need to be taken into consideration. The purpose of this study is to review the impact load resistance, horizontal load resistance, and fire resistance as required safety properties for the partition wall and interior materials of the extruded panel that includes a-hemihydrate gypsum. The results of this study show that the impact load resistance of the extruded panel that includes a-hemihydrate gypsum achieves SD grade for industrial buildings, and the horizontal impact load resistance achieves HD grade for public buildings. In addition, it provides fire-resistance for approximately 7 minutes longer than the existing extruded cement panel. Based on this result, it is confirmed the extruded panel incorporating a-hemihydrate gypsum has adequate safety properties for use as partition wall or interior material.

Study on the reaciton-to-fire performance of sandwich panel combined with mineral & organic core materials (유무기 융합심재 기술을 적용한 샌드위치 패널의 화재안전성 연구)

  • Park, Kye-Won;Jeong, Jae-Gun
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 2012.04a
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    • pp.321-324
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    • 2012
  • This study aims to develop new combined sandwich panel with good fire resistant and insulated effects which is used by recycling technique for 2 years projects. At present, new sandwich panel has been successfully developed and got 2 kinds of patent.

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Fire Resistance Performance of Load Bearing Hybrid Panel Infilled with Light-weight Formed Mortar (복합스터드에 경량기포모르터를 충전한 내력벽체의 내화성능 비교연구)

  • Park, Keum Sung;Bae, Kyu Woong;Kang, Hyun Sik;Lim, Seo Hyung
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.2
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    • pp.109-116
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    • 2007
  • The purpose of this paper is to evaluate the fire resistant performances of load-bearing wall using both composite and steel stud panel infilled with light-weight formed mortar under axial loading according to KS F 2257(1999). The minimum requirement of 2 hours fire resistant rating is needed for the residential and commercial buildings under the fire regulation of Korea. From test results, it is found that two types of specimen composed of the hybrid stud and steel stud panel filled with light-weight formed mortar fited in with the requirement of 2 hours fire resisting rate for the load-bearing wall. In the conclusions, the specimen with hybrid stud shows predominating fire-resistant performance on the adiabatic effects rather than that of the steel stud specimen.

Study on the Fire Resistance of Light Weight Inorganic Polymer Concrete Panel Wall (Inorganic Polymer Concrete를 이용한 경량패널의 내화특성에 관한 실험적 연구)

  • Hwang, Ji-Soon;Kim, Woo-Jae;Kim, Dae-Hoi;Park, Dong-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.11a
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    • pp.205-206
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    • 2011
  • Inorganic Polymer Concrete, a type of Alkali activated cement and concrete, is known for various excellent performances, especially for better performance in the area of high temperature heat resistance(thermal characteristic) than portland cement concrete.In this study, light weight concrete panel was manufactured using this Inorganic Polymer Concrete and then evaluated for fire resistance with a small-scale heating furnace. Since the result showed excellent fire resistance, it is considered usable for manufacturing fire resistant concrete panel wall.

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Study on the Conduction Heat Transfer Characteristics According to the Heating Temperature of Lightweight Panel Wall material (경량칸막이 벽체재료의 수열온도에 따른 전도 열전달 특성 연구)

  • Park, Sang-Min;Lee, Ho-Sung;Choi, Su-Gil;Kim, Si-Kuk
    • Fire Science and Engineering
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    • v.32 no.1
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    • pp.46-56
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    • 2018
  • The paper relates to a study on the conduction heat transfer characteristics according to the heating temperature of lightweight panel wall material. Plywoods, marbles, heat resistant glasses, as well as general gypsum board and fire-proof gypsum board, which have been widely used for lightweight panel wall material, were selected as experiment samples, and heating temperatures were set as $100^{\circ}C$, $200^{\circ}C$, $300^{\circ}C$, $400^{\circ}C$, $500^{\circ}C$ and $600^{\circ}C$. Next, each of the heating temperatures were introduced on the bottom part of the wall material for 30 minutes, and analyses were made on the heat transfer characteristics to the backside part on the top part through conduction. As results of the experiment, the maximum backside temperatures were measured up to $190^{\circ}C$ for a general gypsum board, $198^{\circ}C$ for a fire-proof gypsum board, $189^{\circ}C$ for a plywood, $321^{\circ}C$ for a marble, and $418^{\circ}C$ for a heat resistant glass as heating temperatures were introduced maximum of $600^{\circ}C$. In addition, the maximum change rate of conduction heat transfer were measured up to 85 W for a general gypsum board, 95 W for a fire-proof gypsum board, 67 W for a plywood, 1686 W for a marble, and 3196 W for a heat resistant glass as the maximum heating temperatures were introduced up to $600^{\circ}C$. Also, carbonization characteristics of the wallpapers were measured to visually check the danger of conduction heat transfer, and the results showed that smokes were first generated on the attached wallpapers for the heating temperature $600^{\circ}C$, which were 1021 s for a general gypsum board, 978 s for a fire-proof gypsum board, 1395 s for a plywood, 167 s for a marble, and 20 s for a heat resistant glass, and that the first generation of carbonization were 1115 s for a general gypsum board, 1089 s for a fire-proof gypsum board, 1489 s for a plywood, 192 s for a marble, and 36 s for a heat resistant glass.

An Experimental Study on the Mechanical and Fire Resistance Properties of ECC Fire Resistance Panel (ECC내화패널의 역학 및 내화특성에 관한 실험적 연구)

  • Lee, Sang-Soo;Kang, Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.2
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    • pp.89-96
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    • 2010
  • This study was based on an experiment that examines the manufacture and performance of fiber-reinforced cement composite panels. The conclusions were drawn after testing the mechanical properties and durability characteristics of fiber-reinforced mortar, and the mechanical properties and fire resistance of ECC fire resistant column panels. It was found that the fluidity of CEL fiber was lower than that of PVA and NY fiber. The amount of air increased slightly as the combination of fibers caused the number of fine pores to increase. It was found that the mechanical performance and deformability of high strength concrete could be improved through the confinement effect of ECC fire resistant column panels. Through continuous studies on the manufacturing and field construction methods of fire resistant column panels, a new PC method that eliminates weakness in the existing processes may be developed for skyscrapers.

Basic Study on Fiber Composite Panel Production for Impact·Blast Resistant (방호·방폭 보강용 복합섬유 패널 제작을 위한 기초연구)

  • Kim, Woonhak;Kang, Seokwon;Yun, Seunggyu
    • Journal of the Society of Disaster Information
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    • v.11 no.2
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    • pp.235-243
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    • 2015
  • The methods to improve the protection and explosion-proof performance of concrete structures include the backside reinforcement or concrete material property improvement and the addition of structural members or supports to increase the resistance performance, but they are inefficient in terms of economics and structural characteristics. This study is about the basic study on the fiber composite panel cover, and the nano-composite material and adhesive as the filler, to maximize the specific performance of each layer and the protection and explosion-proof performance as the composite panel component by improving the tensile strength, light weight, adhesion and fire-proof performances. The fiber composite panel cover (aramid-polyester ratios of 6:4 and 6.5:3.5) had a 2,348 MPa maximum tensile strength and a 1.8% maximum elongation. The filler that contained the nano-composite material and adhesive had a 4 MPa maximum tensile shear adhesive strength. In addition, the nano-composite filler was 30% lighter than the normal portland cement

A Study on the Construction Performance of Curtain Wall Systems Using Fire-Resistant & Light-Weight Inorganic Composite Foam Board (내화성 경량 무기 발포보드를 이용한 커튼월 시스템의 시공성능에 관한 연구)

  • Koo, Young-Ah;Kim, Seong-Eun;Oh, Chang-Won
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.2
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    • pp.127-134
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    • 2014
  • This study had the goal of analyzing the economic feasibility and constructability of a fire resistant curtain wall system using Light-weight Inorganic Composite Foam Board(LI-CFB). LI-CFBs, new materials with excellent fire resistance are being developed for use as the back panel of curtain wall and their fire resistance has already been analyzed through actual tests in earlier studies. In this study, a mock-up test involving the installation of the fire resistant curtain wall system on an actual building was conducted, and the system was compared with a common curtain wall system. This system is applied in the same way as a common curtain wall system. But the cutting LI-CFBs, which are brought from a factory, are used in the system and attached on the frame (mullion and transom). Even though the system requires more working time than the existing system, the LI-CFBs back panels are easy to cut and do not produce dust. Also, the panels are able to be assured the quality by checking damaged parts easily. Besides having a high level of fire resistance, the system's economic feasibility and constructability meets or exceeds those of the existing system.

A Rigorous Examination of the Interplay Between Fire Resistance of 1-Hour Rated Fireproof Steel Walls and the Flexural Strength of Individual Panels (1시간 내화구조용 철강재 벽체의 내화성능과 단위 패널 휨강도의 관계 고찰)

  • Jeon, Soo-Min;Ok, Chi-Yeol;Kang, Sung-Hoon
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.5
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    • pp.537-546
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    • 2023
  • For the purpose of fire delineation within buildings, steel walls in Korea are mandated to undergo rigorous certification as fire-resistant entities, substantiated via a series of qualitative assessments. Predominantly, these evaluations comprise the fire resistance test paired with supplementary examinations; specifically for steel walls, these encompass the gas hazard and panel bending strength tests. Given the prevalence of semi-noncombustible core materials, gas hazard tests are largely rendered superfluous, pivoting the focus solely onto the panel bending strength test during the certification trajectory. This particular test is designed to gauge the flexural robustness of individual wall panels. An enhanced bending strength is postulated to fortify both the structural integrity and thermal insulation of the wall by mitigating potential deformations. In this scholarly exploration, an analytical deep dive was undertaken into extant, valid certification test datasets. The endeavor aimed to ascertain the depth of correlation between the designated fire resistance metric and the bending strength, the latter being the sole supplementary assessment for steel walls. In distilling the findings, it was discerned that temperature elevations beyond baseline values exhibited no statistically salient linkage with the panel's bending strength.

Experimental validations of fire-resistant materials for protecting LPG small storage tank from building fires (건물 화재 시 LPG소형저장탱크 보호용 화재 저항 재료 성능 실증)

  • Kim, Seung-Hwan;Kim, Kyung-Sik;Heo, Seung-Geon;Lee, Jae-Hun
    • 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.