• Title/Summary/Keyword: 개구부-면적 비

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A study on the characteristics of gas explosion with vent area (밀폐공간에서 파열면에 따른 가스폭발특성에 관한 연구)

  • Kim Sang Sub;Chae Jae Ou;Jo Young Do;Jang Gi Hyun
    • Journal of the Korean Institute of Gas
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    • v.7 no.4 s.21
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    • pp.53-60
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    • 2003
  • Accident occurred by gas explosion in house or building causes damage on lives and properties. To avoid secondary damage, this study drew area ratio of vent area with the experiment for pressure variation with vent area versus building volume by selection of model for different size and shapes of vent area generated by explosion. In addition, Appropriate model was chosen to predict the damage by minimum pressure with the experiment of opening are shapes. This model can prevent secondary damage with the selected vent area and shape to guarantee building safety.

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Shear Strength Reduction Ratio of Reinforced Concrete Shear Walls with Openings (개구부를 갖는 철근콘크리트 전단벽의 전단강도 저감률)

  • Bae, Baek-Il;Choi, Yun-Cheul;Choi, Chang-Sik;Choi, Hyun-Ki
    • Journal of the Korea Concrete Institute
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    • v.22 no.4
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    • pp.451-460
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    • 2010
  • There are many types of remodeling, however, engineers and architectures preferred to merge two or more separate units to one very spacious unit. Performing this type of remodeling, in the case of wall dominant apartments, requires partial removal of structural wall causing a concern of structural integrity. However, there are insufficient studies about partial removal, that is, openings. Presently, ACI standard have no clear way to evaluate the effect of opening on the structural wall. AIJ has the provision about strength reduction factor '$\gamma$'. However, this reduction factor cannot exactly evaluate the reduction effect of openings because this factor '$\gamma$' was determined through the elastic analysis. Therefore, in this study, 2 structural wall specimens were tested and many test results from previous studies were collected. Using these data, this study performed statistical analysis about strength of structural wall which have the opening in wall panel. And this study performed parametric study verifying shear strength reducing effect by opening area. In the results of statistical study, previous reduction factor show very conservative results because this equation did not consider other factors, reinforcement ratio and aspect ratio of openings, which was affect the shear strength of shear walls. Therefore we performed parametric study based on the test data and suggest new equation for shear strength reduction factor '$\gamma$'.

Experimental Study of Coupled Shearwalls with different Coupling Member (인방보의 형태에 따른 개구부가 있는 전단벽의 거동 특성에 대한 실험적 연구)

  • Bae, Baek-Il;Choi, Hyun-Ki;Choi, Yoon-Chel;Choi, Chang-Sik
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.37-40
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    • 2008
  • Many engineers find the way of improving the old building's structural behavior in the remodeling project which is performed using artificial openings for merging two houses. This test was performed to verify the characteristics of coupling beams according to the shape of the openings. One of test specimen has rectangle shape and the other was made by the circle shaped opening and one has coupling member only as slabs. Additionally, three specimens which have openings have 23% ratio in opening area to total wall area. Consequently, solid type which have no opening area shows shear failure. In the case of CW-RBS which have rectangular shaped opening, cracks are developed in coupling beam significantly. And CW-CS which has circular opening failed in shear showing development of diagonal cracks at wall toes and wall mid-height. It is thought that degradation of the wall strength is under the control of the opening shape and coupling beam-wall connection area.

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Study on Front Side Metallization of Crystalline Silicon Solar Cells Using a Screw Pumped Dispenser (스크류 펌프 디스펜싱 인쇄를 이용한 결정질 실리콘 태양전지 전면전극 제작에 대한 연구)

  • Chung, Hae Wook;Shin, Dong-Youn
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.41 no.5
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    • pp.365-372
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    • 2017
  • Finger electrodes on a crystalline silicon solar cell are required to be constructed as narrow and thick as possible in order to minimize shading losses and electrical resistance. The most common means to construct high-aspect ratio finger electrodes has been screen-printing, but it has difficulty achieving fine finger electrodes because the as-printed finger width is generally wider by 1.3-2.2 times the screen opening width. Consequently, it requires an extremely small screen opening (below $30{\mu}m$) in order to achieve a finger width below $40{\mu}m$. However, the use of such a small screen opening could result in various problems, such as high printing pressure, defective transport of silver paste, and high electrical resistance due to unfavorable mesh marks left on the finger electrodes. In this study, dispensing printing with a screw pump is introduced as an alternative to conventional screen-printing and its unique traits in the front side metallization of crystalline silicon solar cells is discussed.

A Subjective Study on the Reverberation Characteristics of Coupled Spaces (음향적으로 결합된 공간의 주관적 잔향감에 관한 연구)

  • Jeong, Dae-Up;Choi, Young-Ji
    • Journal of Korean Association for Spatial Structures
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    • v.8 no.3
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    • pp.65-73
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    • 2008
  • The present work deals with subjective assessments to propose the objective parameter related to the subjective attribute of reverberation in the coupled room varied the aperture opening size. A 1/10 scale model was built and used for the measurements and subjective assessments. For the subjective tests, binaural impulse responses(BIRs) were measured using a dummy head and the measured BIRs were convolved with anechoic recorded music for the presentation over the headphones. The results showed that the perceived reverberation was the largest in the aperture opening size 12.5%(1.97% of mail) room surface area)and decreased with increasing the aperture opening size over 25% (3.94% of main room surface area) in the main room coupled with the secondary reverberant room. In the main room coupled with the secondary absorptive room, there was no changes in the perceived reverberation up to the aperture opening size 6.25%(0.99% of main room surface area) and it gradually decreased with increasing the aperture opening site over 12.5%. The objective parameter, T30/T15, showed a very low correlation with the perceived reverberation in the coupled room varied the aperture opening size but showed a high correlation with a new objective parameter, T30/Tbp, proposed by the authors. Because the late part decay energy more rapidly increases with increasing the aperture opening site than the early and middle part decay energy, the LDT/EDT or T3/T1 is a better quantifier to measure double slopes in the coupled room than the T30/T15.

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A Study on the Vented Gas Explosion Characteristics of Indoor Leakage of the LPG (실내 LPG 누출시 폭발특성에 관한 연구)

  • Oh Kyu-hyung;Kim Hong;Kim Sang-sub;Jo Yoong-do;Jo Jee-whan;Oh Shin-kyu
    • Journal of the Korean Institute of Gas
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    • v.3 no.3 s.8
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    • pp.51-57
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    • 1999
  • A study on the vented gas explosion characteristics were carried out with the liquified petroleum gas(LPG) which is used in domestics and industries fuel. To evaluate a damage by gas explosion and to predict a explosion hazards, a series of experiment have been performed in the regular hexahedron vessel of 270${\iota}$. A side of the vessel was made to setting a polyester diaphragm which was ruptured by explosion to simulate an accidental explosion which ruptured the window by explosion. Experimental parameters were LPG concentration, ignition position, venting area, a strength of diaphragm which was ruptured and distances from venting, Experimental results showed that vented gas explosion pressure was more affected by the diaphragm strength than the gas concentration, and the vented gas explosion pressure and blast wave pressure was increased with decreasing the venting area and increasing the strength of diaphragm. In this research we can find that a damage by vented explosion at the outside can be larger than the inside by blast wave pressure near the venting.

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Analysis of Smoke Behavior in Fire within Real-scale Theater Using FDS: Influences of Fire Curtain and Natural Smoke Vent Area (FDS를 이용한 실규모 공연장 무대 내 화재 시 연기 거동 분석: 방화막 및 자연배출구 면적의 영향)

  • Kim, Jae Han;Lee, Chi Young;Jeong, Lee Gyu;Kim, Duncan
    • Fire Science and Engineering
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    • v.32 no.6
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    • pp.7-14
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    • 2018
  • This study investigated numerically the influences of fire curtain and natural smoke vent area on smoke movement in the stage fire of a theater using FDS (Fire Dynamics Simulator). The dimension of the theater stage was 31 m in width, 34 m in depth, and 32 m in height. The area ratios between the natural smoke vent and stage were approximately 10%, 8%, 5%, and 1%. The gap distance between the fire curtain and proscenium wall was 0.5 m. The fire curtain and natural smoke vent area were observed to affect significantly the behavior of smoke movement to the auditorium and the mass flow rates of inflow and outflow through the natural smoke vent and proscenium opening. In addition, under the same natural smoke vent area, the pressure in the stage with a fire curtain was lower than that without a fire curtain.

A study on the simulation of flooding in Top-down construction site considering extreme rainfall (극한강우를 고려한 Top-down 현장 침수모의에 관한 연구)

  • Im, JangHyuk;Cho, HyeRin
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.30-30
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    • 2022
  • 최근 기후변화로 인한 국지성 호우 빈도 및 강수량이 급증하는 등 극한강우 발생 가능성이 높아지고 있는 실정이다. 공공 기반의 유역 및 지자체별 침수 대응은 지속적으로 이루어지고 있으나, 건설 현장 대응은 이에 비해 미흡한 실정이다. 특히, 건설 현장의 경우, 예측할 수 없는 홍수 유출에 대해서도 기존 설계시 반영된 홍수 유출량과 기상청 정보에만 의존하고 있어 극한강우 발생시 취약성을 나타낼 수 있다. 특히, Top-down 현장은 개구부, 표면 작업을 위한 포장 등에 의해 지하부로 유입되는 강우량이 많고, 지하 굴착공사시 단차 및 지하수 발생으로 극한강우시 침수에 의한 수재해 발생 확률이 높다. 이를 대비하기 위해 XP-SWMM 모형을 이용하여 지상부와 지하부의 강우-유출량을 산정하고 지하부 침수를 모의하였다. 실제 Top-down 현장조사를 통해 침수 관련 인자와 XP-SWMM을 연계하여 침수모의 기법에 적용하였다. 관련 주요인자는 강우량, 현장 지상부 면적, 지상부 배수로, 지하 유입부, 지하 배수펌프 등으로 현장 조사결과 나타났다. 강우자료의 경우, 극한강우를 고려하기 위해 현장 지역의 최대 강우량, 태풍 루사와 기상청 강우의 증가 시나리오를 고려하여 모의에 적용하였다. 본 연구에서는 극한강우에 대한 Top-down 침수 모의를 수행할 수 있는 상용 모델링과 이와연관된 인자를 도출하여 침수 모의 기법을 최적화 하였다. 이러한 침수 모의를 통해 Top-Down 현장 침수심 등을 예측할 수 있다. 향후 이를 통해 지하공간이 있는 건설현장의 강우-유출 현상및 침수 모의가 가능하고, 실시간 현장별 침수 예측 모델 개발로 현장별 대피경로 및 대응방안을 제시하여 인적 피해를 최소화할 수 있을 것으로 기대할 수 있다.

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A Study on Reducing Method for Stack Effect in High-rise Building (고층 건축물 연돌효과 저감 방법에 대한 연구)

  • Kim, Jin Soo
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.66-66
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    • 2011
  • 중위도 이북의 건물에서 고층건물의 혹한기 연돌효과는 건물의 여러 가지 기능에 큰 영향을 미치며, 승강기 승강로는 화재시 차압 때문에 연기의 주된 전파통로가 된다. 외피의 밀폐성능을 높여 건물 내부의 연도효과를 줄일 수 있으나, 외피의 밀폐기능은 비상시 피난을 위해 피난경로를 개방하는 순간 일시에 무력화된다. 또한 건물 외피의 밀폐성능이 우수할수록 연돌효과 그 자체로써 건물외피에 미치는 구조적 영향이 커진다. 고층부의 연돌효과는 외피를 밖으로 밀어내는 작용이므로 풍하측에서는 마이너스 풍압에 더하여 건물 외피에 부담을 증가시킨다. 그러므로 고층건물에 발생하는 혹한기 연돌효과의 영향을 정리하자면 다음과 같다. ${\bullet}$ 건물 외벽 및 창문에 미치는 구조적 영향 ${\bullet}$ 제연 시스템의 기능 저해 ${\bullet}$ 승강기 문 개폐 장애와 소음 등 설비 기능의 부정적 영향 ${\bullet}$ 공조기능 장애 ${\bullet}$ 화재시 승강기 승강로 등 수직 샤프트를 통한 연기 전파 혹한기 건물 안팎의 온도차가 40K일 때 높이 600m인 초고층 건물 최상층에 발생하는 연돌효과에 의한 차압은 풍속으로 환산할 때 32m/s에 달한다. 그러므로 초고층 건물 설계시에는 최상층의 풍하측에 설계상의 예상 최대풍속에다 이러한 환산풍속을 더한 고속 풍력이 창문을 밖으로 밀어내는 것으로 보아야 한다. 또한 공조 및 환기시스템에서는 이러한 차압을 고려하지 않으면 고층부에서 환기 성능이 무력화될 수 있다. 다음과 같은 방법들을 이용하여 고층건물의 연돌효과를 효과적으로 줄일 수 있다. 1) 계단실의 연돌효과 저감 방법 계단실에 발생하는 연돌효과에 의한 차압은 계단실에 상승기류를 발생시킨다. 이러한 차압과 상승기류는 계단실 상하부를 개방하면 자연적으로 평형을 이루게 되므로 별도의 제어가 필요 없게 된다. 또한 화재감지기와 연동하여 상하부 외벽의 개구부를 열어두게 되면 피난상황에 따라 문이 여닫힘으로써 발생하는 압력상태의 변화를 고려할 필요가 없게 된다. 2) 승강기 승강로의 연돌효과 승강로의 상하부에 대규모 개구를 두면 대규모의 외기가 도입되어 상승 유동 후 배출되므로 승강로 내부 온도 저하로 연돌효과가 저감되고, 승강로로 유입된 연기는 대규모의 외기에 희석되어 농도가 낮아지고 대부분 외부로 배출된다. 3) 샤프트 복합효과를 이용하는 방법 거실 평면적에 비해 승강기나 계단이 아주 많고 누설틈새 등 개구의 면적 합계가 크면 샤프트들이 서로 복합효과를 이루어 연돌효과에 의한 차압이 줄어든다. 연돌효과 제어용 샤프트를 하나 더 보조적으로 설치함으로써, 보조샤프트에 의해 발생하는 차압으로 거실을 가압 혹은 감압하여 문제가 되는 차압을 어느 정도 상쇄할 수 있다.

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Numerical Analysis of Collapse Behavior in Industrial Stack Explosive Demolition (산업용 연돌 발파해체에서 붕괴거동에 관한 수치해석적 연구)

  • Pu-Reun Jeon;Gyeong-Jo Min;Daisuke Fukuda;Hoon Park;Chul-Gi Suk;Tae-Hyeob Song;Kyong-Pil Jang;Sang-Ho Cho
    • Explosives and Blasting
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    • v.41 no.3
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    • pp.62-72
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    • 2023
  • The aging of plant structures due to industrialization in the 1970s has increased the demand for blast demolition. While blasting can reduce exposure to environmental pollution by shortening the demolition period, improper blasting design and construction plans pose significant safety risks. Thus, it is vital to consider optimal blasting demolition conditions and other factors through collapse behavior simulation. This study utilizes a 3-D combined finite-discrete element method (FDEM) code-based 3-D DFPA to simulate the collapse of a chimney structure in a thermal power plant in Seocheon, South Korea. The collapse behavior from the numerical simulation is compared to the actual structure collapse, and the numerical simulation result presents good agreement with the actual building demolition. Additionally, various numerical simulations have been conducted on the chimney models to analyze the impact of the duct size in the pre-weakening area. The no-duct, duct, and double-area duct models were compared in terms of crack pattern and history of Z-axis displacement. The findings show that the elapse-time for demolition decreases as the area of the duct increases, causing collapse to occur quickly by increasing the load-bearing area.