• KIEAE Journal
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• 제4권2호
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• pp.65-72
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• 2004

Ecological architecture enables people to recycle and reuse architectural resources within the category of ecosystem and also to minimize the effect on environment in a whole process, including architectural planning, usage and exhaustion to use sustainable energies. Rammed earth wall construction method utilized in EcoCenter located in Crystalwaters ecological village in Austrailia is a good example, which maximizes its advantages and also covers its limits to use soil and wood as structural resources. In a case of wood, they used non-treated timber to minimize environmental load and utilized used materials in openings. In the roofs, aluminum coated steel which is plated with zinc collects rain effectively even though it is not regenerable. Nontoxic finishes and insulation in floor and ceiling with used papers are able to minimize its environmental load. Solar energy system applied in EcoCenter enables them to market extra energy with electricity companies as well as support needs of its own buildings to utilize photovoltaic panel system with PV panels. Passive solar system is planned effectively in heating and cooling to apply regenerative walls in a use of rammed earth wall construction and natural ventilation systems through openings.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2005년도 동계학술발표대회 논문집
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• pp.3-8
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• 2005

Building parts of Multi-Family Houses are consisted of several building material assembly. Therefore, after selecting building materials with test result of emission intensity and their feature, composed building materials are made equally with actual construction methods, and experimented emission intensity. 7 days after experiment, formaldehyde emission intensity appeared low in an order of Tile Wall, Wood Flooring, Wallpaper, Reum Flooring, Silk Wallpaper, and 20 days after experiment, TVOC emission intensity appeared low in an order of Tile Wall, Reum Flooring, Silk Wallpaper, Wood Flooring, Wallpaper. There was a clear difference in TVOC emission intensity according to kind of building materials. Composed building materials that weight per unit area is big and omission intensity is high, they effect continuously to indoor air because decrement is small.

• 한국해양공학회지
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• 제32권5호
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• pp.367-371
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• 2018

Plywood is one of the important materials in LNG cargo containment systems, and, due to the characteristics of the wood, its properties vary greatly depending on the humidity conditions in the storage facility. Due to the distribution environment of plywood, there is a high probability of long-term exposure to the domestic seasonal environment. Considering an environment in which the humidity changes greatly according to the seasons in Korea and the characteristics of the wood, it is necessary to acquire data on changes in the characteristics of the plywood for accurate quality control. In this study, the moisture content of plywood was determined experimentally to reflect the seasonal environmental conditions of shipyards in Korea. A noticeable change in the thermal conductivity was confirmed experimentally.

• Journal of the Korean Wood Science and Technology
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• 제36권1호
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• pp.54-60
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• 2008

버섯종균에 의해 열화된 신갈나무 버섯폐골목의 흡음성능과 구조적 특징의 변화를 관찰하고자 버섯폐골목을 원반형으로 채취하여 무처리 목재와 구조적 특징의 변화를 비교하고, 전달함수법을 이용하여 흡음률을 측정 비교하였다. 측정주파수범위에서 버섯폐골목의 시험편이 보통의 시험편보다 높은 흡음률을 나타내었으며, 특히 2~6 KHz의 주파수영역에서는 보통 목재보다 2~3배 정도 높은 흡음률을 나타내었다. 버섯폐골목은 무 처리 목재보다 중량이 70% 정도 감소하였으며, 3단면에서 다수의 공극이 관찰되어 이들이 흡음공극으로 작용하여 측정주파수영역에서 흡음률이 증가된 것으로 사료된다.

• Journal of the Korean Wood Science and Technology
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• 제26권4호
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• pp.6-12
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• 1998

Test results of domestic softwood lumber were presented to examine the notch effect of beams and compare to present AIJ(Architecture Institute of Japan) formula in notched wood member especially positioned in bottom side (tension side) of a beam. Notched lumber was tested under following condition : each specimen supported simply, and subjected to third-point loading at points of 1/3 of the span length. Notch was located opposite side to loading direction and notch depth were 1/6, 1/4, 1/3 of beam depth. Deflection and load were measured by digital dial guage each in 25kgf increment. Bending test results were as follows; Mpro/Mmax range (proportional and maxium bending moment ratio in notched beam) was 0.5 - 0.65. It was considered that maxium bending moment was about 1.5 times to proportional bending moment in notched beam and showed same tendency in the test result of ordinary wood specimens. AU standard formula for the tension side notch, Mmat = 0.6 ${\times}$ (Zo $\sigma$), the constant 0.6 was suitble for notch ratio(notch depth to beam depth) 1/6, but this ratio for 1/4, and 1/3 was not. So it is preferable to accept smaller value than 0.6 for notch ratio more than 1/3. These experiment results showed critical effect in tension side notched wood beam especially in greater than notch ratio 1.3 of wood beam. From the above results, it is recommened to revise design formula adoptable to domestic wood constructon member with tension side notched member.

• 한국화재소방학회논문지
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• 제30권4호
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• pp.88-93
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• 2016

2008년 숭례문 화재사고 이후 국내 목조문화재에 설치된 화재감지기는 목조화재의 특성이나 구조에 대한 감지기 종류 선정기준을 가지고 있지 않다. 목조문화재 건축물은 일반건축물과 구조 및 화재특성이 달라 일반규정을 적용하기 어렵다. 따라서 목조문화재 건축물에 설치되어 있는 화재감지기의 문제점을 파악하기 위하여 건축물의 형태를 4가지로 분류하였고 현장조사 및 목조건축물의 구조 및 화재특성을 살펴보았다. 문제점으로는 화재감지기 설치 장소에 따른 적응성 부족 감지기 선택과 외부화재감지 누락이 나타났다. 문제점을 해결하기 위하여 폐쇄 및 개방된 공간의 실내화재감시에는 연기감지기를 선택하고 외부화재감시를 위해서 불꽃감지기 또는 정온식 감지선형 감지기를 건물 유형에 적합한 종류를 선정하였다.

• Journal of the Korean Wood Science and Technology
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• 제30권2호
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• pp.87-94
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• 2002

본 연구는 고주파 가열에 의한 산벚나무, 소태나무, 서어나무, 굴참나무, 박달나무, 고로쇠나무, 피나무, 소나무, 리기다 소나무, 참오동나무의 휨가공성을 평가해 보기 위하여 실시하였다. 본 연구에서 휨가공을 위한 곡율반경은 휨틀의 곡율반경에 의해 4 cm, 6 cm, 10 cm으로 구분하고, 대철의 두께는 0.6 mm와 0.8 mm로 구분하였다. 본 연구결과 소태나무, 서어나무, 박달나무, 고로쇠나무는 모든 곡율반경에서 100% 성공률을 나타내었다. 산벚나무와 굴참나무의 경우 58%와 83%의 성공률을 각각 나타내었다. 피나무와 오동나무의 경우 총 29%와 8%로 매우 불량하게 나타났고, 곡율반경 4 cm에서는 모두 실패로 나타났다. 침엽수재인 소나무와 리기다 소나무는 각각 44%와 56%의 성공률을 나타내었다. 대철의 두께는 휨가공성의 쉽고 어려움보다는 건조시 건조속도에 더 많은 영향을 주는 것으로 나타났다. 건조과정에서 대철두께가 얇을수록 휨가공부재의 건조 속도가 빠른 경향을 나타내었다.

• Journal of the Korean Wood Science and Technology
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• 제41권6호
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• pp.515-527
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• 2013

국내에서 주로 사용되고 있는 건물에너지 성능평가 시뮬레이션 마다 상이한 재료의 열전도율로 평가 되고 있음이 파악되었다. 시뮬레이션을 통한 정확한 건물에너지부하를 평가하기 위하여, 각 시뮬레이션에서 목조건축물의 스터드로 사용되고 있는 목재의 열전도율을 확인하고, 이에 따른 벽체의 열관류율과 부재 접합부위에서의 선형열교 차이를 연구하였다. 각 시뮬레이션은 동일 수종에 대해 상이한 열전도율을 채택 후, 각 시뮬레이션에서 추출한 열전도율 간의 차이가 가장 상이한 소나무의 열전도율을 스터드에 적용하였다. 시뮬레이션 간 지붕, 벽체, 지면 슬래브의 열관류율 중 최대오차는 $0.023W/m^2{\cdot}K$이었으며, 지붕의 서까래 접합부, 지붕-벽체 접합부, 지면슬래브-벽체 접합부 중 최대 선형열교 오차는 $0.025W/m{\cdot}K$이었다. 또한, HEAT2 정상상태전열해석 프로그램을 활용하여 선형열교 및 벽체의 온도변화에 대한 전열해석 이미지를 분석하였다. 구조체에 온도 분포를 선으로 표시하여 단열이 부족한 곳에서는 온도선이 급격하게 변하는 것이 확인되었고, 온도선이 급격하게 변하는 부위에서는 다른 곳보다 온도가 낮으며, 다른 구조체 부분보다 더 많은 열류가 손실됨이 확인되었다.

• International Journal of Concrete Structures and Materials
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• 제6권4호
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• pp.251-256
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• 2012

This paper presents an experimental study on the pore and penetration of chloride in seashore concrete depending on types of curing forms. Three types of concretes (Plain concrete, MSF concrete and FA concrete) with four different form types (wood, coating wood, steel and polypropylene film) were examined. The test results show that the air volume in concrete was relatively higher with steel and polypropylene forms than others, and wood form shows the least air volume. The penetration of chloride depending on type of form is showed a wide variability, that is, the values on plain concrete, MSF concrete and FA concrete are 115.2, 125.5 and 121.6 %, respectively. Based on the present study, concrete should be considered the conditions of curing form-type for durable concrete.

• KIEAE Journal
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• 제6권4호
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• pp.33-39
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• 2006

This study aims to investigate the method to reduce the surface temperature caused by insolation. To achieve this goal, surface temperature of building is measured and the effects of exterior material's color and brilliance were checked with infrared imaging. And also, exterior material's absorptances due to outdoor surface heat transfer coefficients were measured. After surface temperature measurement of 37 specimen of 5 categories, the temperature is the highest on wood($53.62^{\circ}C$) and panel($52.05^{\circ}C$). Dryvit, stone, brick is the rating of order. For exterior material's absorptances, panel(0.883) and wood(0.868) were high and Dryvit, stone, brick follows wood and panel.