• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.1379-1382
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• 2006

Recently, the method of the apartment building design has been changed from wall type structures to moment structures. With like this reason dry walls are used plentifully. Especially, the gypsum board was used from previously plentifully however the weak point of it is difficult to maintain because it weak strength. For the improvement of gypsum board, light weight concrete panel using cement board is used recently. As this study is the research of the series t on the development of non-hearing light weight concrete Panel using bottom ash, the Purpose of this study is to obtain basic data for application in the field. The results are that the structure 1 satisfies domestic standard concerned with sound insulation between households at the laboratory and field test.

• 대한한의학원전학회지
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• 제25권1호
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• pp.163-171
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• 2012

Objective : There are lots of wrong treatment cases in the "Sanghanron". Therefore, search the symptoms that before performed the wrong treatment is important, and that can be a another way to study "Sanghanron". Method : I'll have to figure out "Sanghanron" related publications. Result : The symptoms of Mahanggamsuktang already had the symptoms of Mahwantang(麻黃湯) and the fever of Lung before performed the wrong treatment. Because pathogenic heat is blockaged in the Lung, so we use the Mahanggamsuktang. Conclusion : The efficacies of this drug are disseminating Lung Gi(肺氣) and clearing heat. However, as the rise and fall of fever, the amount of HERBA EPHEDRAE(麻黃) and GYPSUM FIBROSUM(石膏) can be adjusted.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.28-29
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• 2015

Although there are many applications with gypsum board because of its economical and construction advantages, four-layer construction technique, (hollow area between two-layer panel sets) is the general case to achieve the insulation, and resistance of horizontally applied force. Since this construction method has many problems such as complicate construction steps and increased cost, it is needed that the two-layer panel for improved construction and economical advantage for lightweight pane: thick panel with favorable performances. Therefore, in this research, based on the ALC panel with 10 to 30mm depth, feasibility of the paper reinforced panel as a lightweight wall material. As a result, favorable performance with increased flexural strength were achieved with paper reinforcement.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.683-686
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• 2004

In recent years, some attention was particularly given to cracking sensitivity of high performance concrete. It has been argued and demonstrated experimentally that such concrete undergoes autogenous shrinkage due to self-desiccation at early age, and, as a result, internal tensile stress may develop, leading to micro cracking and macro cracking. One possible method to reduce cracking due to autogenous shrinkage is the addition of expansive additive. Tests conducted by many researches have shown the beneficial effects of addition of expansive additive for reducing the risk of shrinkage-introduced cracking. However, the research on hydration model of expansion additive has been hardly researched up to now. This paper presents a study of the hydration model of Ettringite-Gypsum type expansive additive. Result of comparing forecast values with experiment value, proposed model is shown to expressible of hydration of expansive additive.

• Computers and Concrete
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• 제26권3호
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• pp.239-255
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• 2020

Experimental and discrete element method were used to investigate the effects of joint number and its angularities on the shear behaviour of joint's bridge area. A new shear test condition was used to model the gypsum cracks under shear loading. Gypsum samples with dimension of 120 mm×100 mm×50 mm were prepared. the length of joints was 2cm. in experimental tests, the joint number is 1, 2 and 3 and its angularities change from 0° to 90° with increment of 45°. Assuming a plane strain condition, special rectangular models are prepared with dimension of 120 mm×100 mm. similar to joints configuration in experimental test, 9 models with different joint number and joint angularities were prepared. This testing show that the failure process is mostly governed by the joint number and joint angularities. The shear strengths of the specimens are related to the fracture pattern and failure mechanism of the discontinuities. The shear behaviour of discontinuities is related to the number of induced tensile cracks which are increased by increasing the rock bridge length. The strength of samples decreases by increasing the joint number and joint angularities. Failure pattern and failure strength are similar in both of the experimental test and numerical simulation.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.953-956
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• 2008

국내 초고층 프로젝트의 증가에 따라 필연적으로 고강도 콘크리트의 사용이 증가되고 있다. 콘크리트의 강도가 증가됨에 따라 화재시 단면결손을 유발하는 폭렬의 경향성이 커지고, 콘크리트부재 내부의 온도를 현저하게 증가시키며 심각한 구조적 손상을 유발할 수 있다는 문제점이 대두되었고, 정부에서도 2008년 7월부터 고강도 콘크리트의 내화성능 관리기준을 시행하고 있다. 이에 국내 각 건설사들은50MPa 이상의 고강도 콘크리트에 대하여 폭렬방지 대책을 수립 중에 있다. 본 연구소에서는 신축공사 및 리모델링공사에도 적용이 가능한 고강도 콘크리트 폭렬방지 공법인 PFB (Posco E&C Fire Board) 공법을 개발하여 지속적인 공법 개선에 노력하고 있다. 본 연구는 고강도 콘크리트 폭렬방지 대책으로 개발한 PFB 공법 개발에 대한 일반사항, 현재 건식화 공법 개발 및 당사 PJT적용 현황에 대한 내용을 기술하고자 한다.

• 한국농공학회지
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• 제20권2호
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• pp.4695-4707
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• 1978

The objeative of this study is to study how to rapidly convert tidal land into cultivable land. The study of a rapid, reasonable desalinization method is conducted at Namyang tidal land which represents soil texture of tidal lands along the south west costa larea of Korea. Therefore, Researches were made at many Pilots in order to find a way of high efficiency of leaching with simpler facilities and cheaper costs. The results of study are briefly summarized as follaws: 1. Subdrainage efficieny is 35%. This is a Poorly drained area, and needs longer leaching desalinization period. 2. The efficieny of desalinization in P.V.C 16 meters plot is the same as that of mole drainage 2 meters plot. P.V.C 4 meters plot has desalinization effect as much as two times compared to P.V.C 16 meters plot. 3. Because the soil texture is silty-clay, desalinization in non-treated plot of sub-drainage and surface drainage desalinization take three times longer period in comparision with P.V.C 4 meters plot. 4. As to the desalinization rate of soluble salt in the soil, the efficieny of desalinization of the topsoil in P.V.C plots was 50% higher than that of mole drainage plot and about 170% higher than that of non-treated plot. In the deep soil salt accumulation at topsoil was observed in non-treated and mole drainage plots, but efficiency in P.V.C polt is about 40 times as high as that of mole drainage and non-treated plot. 5. As to the results of use gypsum and lime as sub-drainage soil improver, gypsum was 60% more efficieny than lime in the continuously inundated plot and 44% in the intermittently inundated plot. The efficieny of gypsum and lime in the intermittently flooded plot is 35% and 42% higher than that of continuously flooded plot reapeaticee1y.

• 한국농공학회지
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• 제30권4호
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• pp.85-93
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• 1988

This laboratory study was carried out in order to produce fundamental data for analyzing salt movement and desalinization effects, using samples of silt loam soil collected in Gyehwado and Daeho reclaimed tidelans, and samples of silty clay loam soil collected in Kimie tideland. Desalinization experiments with gypsum treatment were performed to analyze changes of the hydraulicc conductivity with changes of the soil property and the salt concentration during the desalinization of reclaimed tideland soils by leaching through the subsufface drainage, and correlations between factors infl uencing the reclamation of salt affected soils were analyzed by the statistical method. The results were summarized as follows: 1. The reclaimed tideland soils used in this study were saline-sodic soils with the high exchangeable sodium percentage and the high electrical conductivity. 2. Changes of the hydraulic conductivity with the amount of leaching water and the leaching time elapsed were affected by the amount of gypsum except exchangeable sodium and clay contents. The regression equation between the depth of water leached per unit depth of soil (Dw / Ds : X) or the square root of the leaching time elapsed (T $^1$ $^2$ : X) and the relative hydraulic conductivity (HCr:Y) could be expressed in Y=a . bx. 3. The more exchangeable sodium and clay contents regardless of the amount of gypsum, the more the leaching time was required until a given volume of water was leached through the soil profile. The regression analysis showed that the relationship between the depth of water leached per unit depth of soil(Dw /Ds:X) and the square root of the leaching time elapsed(T$^1$$^2$ :Y) could be described by Y=a . Xb. 4. The hydraulic conductivity was influenced to a major degree by the salt concentration provided that the electrical conductivity was below 10 mmhos / cm during the desalinization of reclaimed tideland soils. The regression equation between the relative electrical conductivity ( ECr : X) and the relative hydraulic conductivity (HCr:Y) could be expressed in Y=a + b . X-$^1$. 5. In conclusion, the hydraulic conductivity, leaching requirements and the leaching time elapsed can be estimated when the salt concentration decreases to a certain level during the desalinization of reclaimed tidelands, and the results may be applied to the analysis of salt movement and desalinization effects.

• 한국세라믹학회지
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• 제36권1호
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• pp.89-96
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• 1999

석고몰드의 단점을 극복할 수 있는 다공질 알루미나 몰드의 제조저건을 확립하였다. 다공질 알루미나 몰드의 제조를 위해 활성탄의 질량비에 따라 조성비를 달리하여 첨가한 후, ESA와 유동특성 등을 조하삼으로써 안정된 이상 슬러리를 제조하였으며, 이를 석고몰드에 캐스팅하여 얻은 원통형 알루미나 몰드를 사용하여 활성탄의 양과 소결온도에 따른 수축율 변화와 마모에 대한 저항성을 측정하였다. 다공질 알루미나 몰드의 소결에서는 비수축 소결구인 표면확산에 의해 입자간 넥 강도의 증진을 통한 몰드의 강도 증진을 도모하는 것이 바람직하며, 이를 위해 1,00$0^{\circ}C$이하에서 유지시간의 변화에 따른 열역학적 방법, 1,00$0^{\circ}C$이상의 온도에서 알루미나의 수축을 억제하면서 빠른 승온속도를 열처리온도에 따른 동역학적 방법과 이 두가지 방법을 혼합하는 방법 등으로 구분하여 다동질 알루미나 몰드의 소결조건을 분석하였다. 위 방법들에 대한 다공질 알루미나 몰드의 캐스팅 특성을 분석한 결과, 복합 소결법이 최적임을 알수 있었다. 제조된 다공질 알루미나 몰드의 비교적 높은 강도를 보였으며, 석고몰드레 비해 빠른 건조시간, 산, 염기에 대한 내식성 및 캐스팅 특성이 우수하였다.

• 대한화학회지
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• 제46권1호
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• pp.7-13
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• 2002

자화수가 특이한 물리화학적 성질을 갖고 있음은 여러 학자들에 의하여 꾸준히 연구되어 왔는데, 아직도 자화수의 특성이 명확하게 설명되지 못하고 있는 실정이다. 본 연구에서는 자화수가 염류들의 침전반응 및 석고의 가수 경화반응에 미치는 영향을 다음과 같이 관찰하였다. $25^{\circ}C$ 항온조 내부에서 실시한 salt filter assay 방법으로 침전반응을 조사하였으며, $20^{\circ}C$ 실온에서 석고의 가수 경화반응 시간을 Gillmore needle의 방법으로 측정함으로써 석고의 가수 경화 속도를 조사하였다. 0.1M 염 이온들을 반응시킨 염류의 침전 반응 결과, $BaSO_4,\;BaCO_3,\;CaCO_3$의 침전 생성물의 양은 대조군의 증류수에 비하여 자화수에서 각각 약 3.6%, 3.8%, 4.4% 씩 증가되었으며, 석고의 최종 경화시간은 대조군의 증류수에 비하여 자화수에서 현저하게 감소되었으므로 자화수가 석고의 가수 경화속도를 촉진시키는 것으로 나타났다. 이는 대조군의 증류수에 비하여 자화수는 물분자가 치밀하게 구조화되어서 수많은 cluster들을 형성함으로서 물분자 사이의 결합 및 반응력이 증가되며, $Ba^{2+}$ 또는 $Ca^{2+}$ 같은 염류들에 대하여 특징적으로 반응해 침전반응 속도와 가수 경화 반응 속도가 증가된 것으로 추측된다.