• Title/Summary/Keyword: 지붕외장재

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Evaluation of Pull-Out Strength of Connections with Roof Cladding using Honey Comb Panel Secured Cool Roof Performance (Cool Roof 성능을 확보한 Honey Comb Panel 지붕 접합부의 인발 성능 평가)

  • Lee, In Ho;Park, Sang Woo;Ko, Kwang Il;Chung, Mi Ja;Lee, Eun Taik
    • Journal of Korean Society of Steel Construction
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    • v.28 no.3
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    • pp.139-149
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    • 2016
  • Roof cladding of buildings are required for the measures about the 'screw pull-out' which causes the casualties and the property damage by typhoons. In this study, the pull-out resistance was increased by increasing the penetration depth of the screw installing a ironware called 'insert nut' on the roof cladding frame. Tensile tests were conducted to compare the pull-out strengths of a general screw-joint and a nut insert joint. Roof cladding that is actually being used in the field was produced using the 'solid work' and then the roof claddings using a general screw-joint and a nut insert joint were compared by a static test and dynamic test.

An Experimental Study on the Influence of the Spread of Firebrand on Building Exterior Materials and Roofing Materials in Urban Areas (도심지 인접 산불의 불티 확산이 건축물 외장재와 지붕재에 미치는 영향에 관한 실험적 연구)

  • Min, Jeong-Ki
    • Journal of the Society of Disaster Information
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    • v.17 no.3
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    • pp.617-626
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    • 2021
  • Purpose: The purpose of this study is to evaluate the fire srpead risk of building exterior and roofing materials due to the firebrand of forest fire occurring in the urban areas. Method: In order to achieve this research purpose, by selecting building materials used for exterior and roofing materials of buildings, the time to ignition, total heat release, and heat release rate were investigated, and a forest fire firebrand system was established to the possibility of fire spread was confirmed. Result: As a result of the cone calorimeter test, the roofing material had a similar or faster ignition time due to radiant heat compared to the exterior material with the steel plate exposed to the outside, and showed a higher heat release rate and total heat release than the exterior material. Although it was affected by the flammable material, it was confirmed that it did not spread easily due to the limited amount of combustible material, and carbonization marks appeared inside. Conclusion: The cone calorimeter test method has been shown to be useful in understanding the combustion characteristics of building materials by radiant heat, but the fire spread due to a firebrand in a forest fire is directly affected by the flame due to the ignition of surrounding combustibles, so finding a direct correlation with the cone calorimeter method is difficult. It is judged that the roof material may be more vulnerable to the spread of fire due to the fire than the exterior material.

The Necessity of Structural Performance Informations of Sandwich Panels for The Stability of Industry Building using Sandwich Panel as Roof Assemblies. (지붕하중 증가에 따른 공장건물 안정성확보를 위한 지붕외장재의 구조성능정보의 필요성)

  • Kang, Kyung-Soo
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.11
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    • pp.725-730
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    • 2017
  • The strength ratio of the main structures of buildings gradually increasing, due to the advances made in analysis and cost saving techniques. In this study, to examine the stability of industry buildings using sandwich panels as roof assemblies, we examine the changes in the moment strength ratio of the main structures caused by increasing the roof load. This study adopts the PEB structure and three H-steel structure as the structural analysis models. In the case where the additional load exceeds about 11% of the roof design load, the strength ratio exceeds 1 for the main structure. In the case where the additional load exceeds about 36%(of the roof design load), the working moment exceeds the plastic moments, which leads to major damage to the structure. This study compares 1) the maximum load according to the purlin spaces, 2) the maximum load by KS, and 3) the maximum load calculated from the test results of the manufacturer.The maximum bearing load of the panels determined by all three methods exceeds the structure failure threshold load of the main structure. This study provides evidence that an unexpected increase in the roof load might cause the whole structure to collapse, due to the failure of the main structural members, before the failure of the roof assemblies. Therefore, information on the structural performance of the sandwich panels is required for the structural design, and the sandwich panels should be considered to be an integral part of the overall structural design.

지붕재

  • Korea Boiler Engineering Association
    • 보일러설비
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    • no.12 s.143
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    • pp.143-150
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    • 2005
  • 주택외간의 품격을 좌우하는 요소인 지붕에 주로 사용되는 자재는 기와이다. 과거에는 주로 재래식 한식기와가 사용되었지만 지금은 거의 사용되지 않고 양식기와인 스패니시 기와가 보편적으로 사용되고 있다. 그 이유는 외장재로 많이 사용되는 자재들과 가장 잘 어울리기 때문이지만 외벽에 돌이 사용된 경우에는 천연슬레이트가 더 적합하다. 최근에는 컬라아스팔트 슁글이 지붕재로 각광을 받고 있는데 미려한 외관을 만들 뿐만 아니라 방수효과도 뛰어나기 때문이다. 또 한 장두장 이상 겹쳐져 시공되기 때문에 내구성도 강하고, 강인한 글래스매트나 다공성 원지를 심재로 특수개질 아스팔트를 합쳐 채색된 돌입자로 표면을 처리하여 내후성 · 내변색성도 강하다. 무게도 기와의 1/5이 안돼 구조체의 하중부담을 줄여 안정성을 기할 수 있다. 이외의 지붕재로 금속제품, 유리, 태양열 주택의 집열판 등 부분적인 지붕으로 사용되는 것으로가 한때 유행했던 콘크리트 슬라이브 등을 들 수 있다.

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A Study on the Applicability of 0.9 mm Metal Roof Panels as a Natural Component of Lightning Protection System (피뢰시스템 자연적 구성부재로서의 0.9 mm 금속지붕패널 적용성 연구)

  • Lee, Tae-Hyung;Kim, Dong-Kyu;Eom, Ju-Hong
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.1553-1554
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    • 2015
  • 건축물의 외장재로 널리 쓰이는 금속지붕패널을 피뢰시스템의 자연적 구성부재로 적용하기 위해 KS C IEC 62305-3 규격을 바탕으로 검토하였다. 금속패널을 피뢰시스템의 자연적 구성부재로 적용할 수 있다면 피뢰시스템을 설치하기 위해 건축물의 미관을 해치지 않을 뿐 아니라 경제성과 시공성도 확보할 수 있다. 이를 위해 KS C IEC 62305-3에서 규정한 자연적 구성부재의 조건을 확인하고 LPL I~IV 등급의 임펄스전류를 인가하여 적용성 여부를 확인하였다.

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Peak Net Pressure Coefficients for Cladding Design of Retractable Dome Roofs according to Rise-Span Ratio (라이즈-스팬 비에 따른 개폐식 돔 지붕의 외장재 설계용 피크순압력계수)

  • Cheon, Dong-Jin;Kim, Yong-Chul
    • Journal of Korean Association for Spatial Structures
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    • v.24 no.2
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    • pp.101-109
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    • 2024
  • In this study, the characteristics of wind pressure distribution on circular retractable dome roofs with a low rise-to-span ratio were analyzed under various approaching flow conditions by obtaining and analyzing wind pressures under three different turbulent boundary layers. Compared to the results of previous studies with a rise-to-span ratio of 0.1, it was confirmed that a lower rise-to-span ratio increases the reattachment length of the separated approaching flow, thereby increasing the influence of negative pressure. Additionally, it was found that wind pressures varied significantly according to the characteristics of the turbulence intensity. Based on these experimental results, a model for peak net pressure coefficients for cladding design was proposed, considering variations in turbulence intensity and height.