• Structural Engineering and Mechanics
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• 제77권6호
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• pp.819-830
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• 2021

To evaluate the performance of concrete load bearing walls in a structure under horizontal loads after being exposed to real fire, two steps were followed. In the first step, an experimental study was performed on the thermo-mechanical properties of concrete after heating to temperatures of 200-1000℃ with the purpose of determining the residual mechanical properties after cooling. The temperature was increased in line with natural fire curve in an electric furnace. The peak temperature was maintained for a period of 1.5 hour and then allowed to cool gradually in air at room temperature. All specimens were made from calcareous aggregate to be used for determining the residual properties: compressive strength, static and dynamic elasticity modulus by means of UPV test, including the mass loss. The concrete residual compressive strength and elastic modulus values were compared with those calculated from Eurocode and other analytical models from other studies, and were found to be satisfactory. In the second step, experimental analysis results were then implemented into structural numerical analysis to predict the post-fire load-bearing capacity response of the walls under vertical and horizontal loads. The parameters considered in this analysis were the effective height, the thickness of the wall, various support conditions and the residual strength of concrete. The results indicate that fire damage does not significantly affect the lateral capacity and stiffness of reinforced walls for temperature fires up to 400℃.

• 한국화재소방학회논문지
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• 제21권4호
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• pp.44-51
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• 2007

우리나라 대부분의 문화재인 사찰은 목조 건축물로 가연성이 높고 도심과 떨어진 산속에 있어 화재 진화에도 소방력의 접근성이 용이하지 않아 초기 진화가 어렵다. 또한 장기 지속적인 화원으로부터 문화재 보호를 위한 수원의 확보 및 자체 소방시설도 한계가 있다. 따라서 본 연구에서는 산불로 인한 화재의 초기 진화 및 장기 지속적인 화원으로부터 문화재를 보호하고자 기존의 수계설비보다 피해를 최소화 할 수 있는 미분무수 설비를 적용하여 우리나라 문화재의 지형적 위치를 고려한 가연물의 발화에너지를 제거하는 방식의 소방시설과 차단벽을 활용한 방식의 소방시설을 제안하였다.

• 설비공학논문집
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• 제19권3호
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• pp.235-244
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• 2007

In the case of the fire outburst within a partitioned space, it can disappear inside it through smoldering process if the fire cannot obtain sufficient imflammability. On the contrary, if it obtains it, the fire is not restricted within the room, spreading to the higher levels beyond outside windows and the compartment room. The method to prevent the fire spread through windows is considered to build a balcony or equip with sprinkler facilities. This case study is to identify which effects and controlibility a balcony brings about on the spread of fire through a full scale model experiment. In order to understand the effects of fire spread on the upper levels of the room on fire by changing the length of balcony, the temperature was measured, radiant heat was investigated, and products of combustion were analyzed. The result showed that when fire occured, longer length of the balcony, which linked to the outside wall of the apartments, led to the blocking of the fire spread, lower level of radiant heat, and significantly less transfer of toxic gases, and the driving force of the outburst of flame was identified as the attractive force due to the turbulence of uncombusted gases, which exist on the upper level of the outbursting flame.

• Geomechanics and Engineering
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• 제27권6호
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• pp.537-550
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• 2021

There are various technical problems need to be solved in the construction process of pre-setting an isolation wall into a double lane in the outburst prone mine. This study presents a methodology that pre-setting an isolation wall into a double lane without a coal pillar. This requires the excavation of two small section roadways to dig a wide section roadway, followed by construction of the separation wall. During this process the connecting lane is reserved. In order to ensure the stability of the separation wall, the required bearing capacity of the isolation wall is 4.66 MN/m and the deformation of the isolation wall is approximately 25 cm. To reduce the difficulty of implementing support the roadway is driven by 5 m/d. After the construction of the separation wall, the left side coal wall is brushed 1.5 m to make the width of the gas roadway reach 2.5 m and the roadway support utilizes anchor rod, ladder beam, anchor cable beam and net configuration. During construction, the concrete pump and removable self-propelled hydraulic wall mold are used to pump and pour the concrete of the isolation wall. In the process of mining, the stress distribution of coal body and isolation wall is detected and measured on site. The results demonstrate that the deformation of the surrounding rock of roadway and separation of roof in the roadway is small. The stress of the bolt and anchor cable is within equipment tolerance validating their selection. The roadway is well supported and the intended goal is achieved. The methodology can be used for reference for similar mine gas control.

• 한국안전학회지
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• 제20권4호
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• pp.171-179
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• 2005

건물의 마감재료가 화재에 노출될 때 그 마감재료의 역할을 이해하는 것은 필수적이다. 실물화재실험을 통해서 재료의 성능을 평가하는 것이 가능하다. 그러나 실물화재 실험 시 소요되는 시간과 높은 비용으로 인해 실물 화재 실험이 수행되는 경우는 드물고 대신 컴퓨터 화재 시뮬레이션이 개발되어 왔다. 컴퓨터 화재 시뮬레이션에서는 초기입력 데이터로서 점화 버너의 화염으로부터의 Heat Flux Map이 요구된다. 현재까지의 연구에서는 열전대 혹은 열유속 센서와 같은 실험장치의 제한으로 인해 $10kW/m^2$간격의 Heat Flux Map이 나와있을 뿐이고 공간적으로 더 상세한 Heat Flux Map은 없는 실정이다. 화재 시뮬레이션의 성능을 증가시키기 위해서는 점화 버너로부터의 정확하고 상세한 Heat Flux Map이 필요불가결하다. 본 연구의 목적은 적외선 카메라로부터 얻어진 표면온도를 이용하여 벽에서 점화 버너 화염에 대한 Heat Flux Happing Procedure를 개발하는 것이다. 높은 수준의 공간적 해상도는 적외선 카메라로부터 제공된다. 개발된 Heat Flux Mapping Procedure를 증명하기 위해서 ISO 9705 점화버너를 이용해서 실험이 행해졌다. 실험 결과를 통해 개발된 Heat Flux Mapping방법의 열유속 해상도와 공간적 해상도가 얻어졌다. 또한 그 실험 결과가 현재 쓰여지고 있는 Heat Flux Map과 비교되었다.

• 한국화재소방학회논문지
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• 제33권1호
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• pp.60-68
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• 2019

본 논문은 실내 공간구획에 사용되는 경량칸막이 복합벽체의 가열온도에 따른 이면부로의 전도 열전달 특성에 관한 연구이다. 경량칸막이 벽체로 일반적으로 사용되고 있는 복합재료로 구성된 스터드 칸막이, SGP 칸막이, 샌드위치 패널, 우레탄폼 패널, 그라스울 패널을 실험시료로 선정하고, $200^{\circ}C$, $300^{\circ}C$, $400^{\circ}C$, $500^{\circ}C$의 가열온도를 하단부 표면에 1800 s 동안 인가하여 상단부 표면인 이면부로의 전도 열전달 특성을 분석하였다. 실험결과 가열온도가 최대 $500^{\circ}C$로 인가됨에 따라 최대 이면온도는 스터드 칸막이 $51.6^{\circ}C$, SGP 칸막이 $63.6^{\circ}C$, 샌드위치 패널 $317.2^{\circ}C$, 우레탄폼 패널 $124.9^{\circ}C$, 그라스울 패널 $42.2^{\circ}C$로 측정되었다. $500^{\circ}C$에서의 최대 전도 열전달율은 스터드 칸막이 17.16 W, SGP 칸막이 18.39 W, 샌드위치 패널 136.65 W, 우레탄폼 패널 14.34 W, 그라스울 패널 5.57 W로 측정되었다.

• 한국농촌건축학회논문집
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• 제11권1호
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• pp.25-36
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• 2009

Coastal village and Inland village was village in jeju. This study was cultural elements of stone to village in jeju. Memorial Stone and Stone Monument Street, Shrine, An altar of sarificial site for village tutelary spirits, Bangsatap(pagoda), 25 Bongsu(25 beacon fire stations) and 38 Yeondae(38 signaling sites), Hwanhaejangseong Fortress, Grave wall and Horse pasture walls were included in elements of history and culture to village in jeju. An altar of sarificial rite for village tutelary spirits was generally on the a hill near a village, built of Stone wall. Bangsatap(pagoda) was the kind and the size of stone to a location, that expresses the form and the scale. the form of grave wall was the oval or the rectangle, the latter was frequent. Thatched houses in jeju and facilities in a house, Stone wall, Tongsi(pigsty), Paeng namu and A heights of stone, Spring water and Water collected in a depression, Stone Weir, Horse mill and Dodaebul(Old Lighthouse) were included in elements of life and culture to village in jeju. Stone wall has the multiplicity of the size and the building method in the use, the function and the region. The form of Stone weir was the rectangular figure or the curvilinear figure, the section of that was the right triangle or the rectangular form.

• 한국안전학회지
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• 제38권6호
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• pp.9-15
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• 2023

Hydrogen is gaining attention as a sustainable and renewable energy source, potentially replacing fossil fuels. Its high diffusivity, wide flammable range, and low ignition energy make it prone to ignition even with minimal friction, potentially leading to fire and explosion risks. Workplaces manage ignition risks by classifying areas with explosive atmospheres. However, the effective installation of a blast wall can significantly limit the spread of hydrogen, thereby enhancing workplace safety. To optimize the wall installation of this barrier, we employed the response surface methodology (RSM), considering variables such as wall distance, height, and width. We performed 17 simulations using the Box-Behnken design, conducted using FLACS software. This process yielded two objective functions: explosion likelihood near the barrier and explosion overpressure affecting the blast wall. We successfully achieved the optimal solution using multi-objective optimization for these two functions. We validated the optimal solution through verification simulations to ensure reliability, maintaining a margin of error of 5%. We anticipated that this method would efficiently determine the most effective installation of a blast wall while enhancing workplace safety.

• 한국재난정보학회 논문집
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• 제16권3호
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• pp.421-429
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• 2020

연구목적: 본 연구는 샌드위치패널 창고의 화재예방 및 현장소방대응력 제고를 위한 단계별 대응방안 제시를 목적으로 한다. 연구방법: 화재현장 관련 소방관 인터뷰와 소방전문가의 자문 및 방호성능 실험을 수행하여 현장대응력 강화를 위한 요소별 대책을 도출하였다. 연구결과: 창고 소방안전관리자용 화재안전관리 체크리스트 및 샌드위치패널 창고의 벽 방호용 스프링클러 설치기준을 제시하였다. 아울러 현장출동 소방관을 위한 샌드위치패널 창고 화재적용 표준작전절차를 수립하였다. 결론: 본 연구를 통하여 가연성 구조 창고의 화재 예방, 방호 및 진압에 대한 단계별 화재안전대책을 구축하였다.

• 한국안전학회지
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• 제27권2호
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• pp.65-71
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• 2012

Changes in the styles of communities are leading of increases in the number of high-rise apartments and commercial-apartment structures. Tall high-rise structures, while presenting unique economies of scale and cost effectiveness, tend to be highly engineered and complex structures. In the event of a fire, this complexity in design also results in a complexity in the behavior of fire propagation and control. High-rise structures are among the most potentially dangerous due to the high population density in the building, and the inherent limitations on evacuation and on fire control services. One of the most critical points of fire propagation is the movement of fire through the outer wall structures. Controlling such propagation is essential in controlling the spread of the fire throughout the building itself, as well as controlling the potential for its spread to adjacent buildings. In this study, we will be examining the potential for fire control design and effects mitigation using a 1/4.5 scale model. The primary focus of the study will be the effects of extended balconies into the structure of high-rise apartments. The authors will also consider the effectiveness of reduced-scale model tests.