• Proceedings of the Korea Contents Association Conference
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• 2013.05a
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• pp.101-102
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• 2013

시멘트 및 건설산업은 그 제조과정에서 다량의 이산화탄소를 배출하기 때문에 지구온난화 문제를 가속화시키고 있는 것으로 알려져 있다. 따라서 이러한 시멘트를 대체할 수 있는 재료 개발에 많은 연구가 이루어지고 있으며, 철강산업 부산물인 고로슬래그 미분말은 그 중 하나의 재료라 할 수 있다. 고로슬래그 미분말은 물과 직접 반응하지 않으나 알칼리 환경하에서는 물과 반응하여 CSH 수화물을 생성하게 된다. 본 연구에서는 알칼리 자극제를 첨가한 경우의 무시멘트 경화체에 대한 강도 및 수화 특성에 대하여 분석하고자 하였다.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.10a
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• pp.339-340
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• 2001

이매패류의 의투막은 외부의 자극에 생물학적으로 처음 반응하는 기관계로서 자극을 외투강 기관계와 내장 기관계에 전달함과 동시에 외투강내의 모든 기관계를 이차적으로 보호하는 구조이다. 이매패류의 외투막은 자극수용, 외투강내 물질수송 및 패각형성 등 중요 기능을 가지고 있다 (Neff, 1972b; Wilbur, 1972, 1985; Machin,1977; Crrenshaw, 1980). 이매패류 외투막의 구조에 관해서는 Lyonsiidae의 일부 종(Prezant, 1981)과 Crassostrea (Morrison, 1993)등에 관한 일부 보고가 있을 뿐이다. (중략)

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.05a
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• pp.266-267
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• 2014

In order to develop concrete generating compressive strength of 10MPa~15MPa aging for 6hours in the room temperature curing, Hardening accelerator containing Ca²⁺ mixed with rapid hardening portland cement containing C₃S in quantity. The result was that the more addictive contents of Hardening accelerator is, the more greatly early compressive strength was improved. That's because the composition of Ca(OH)₂ was mass-produced at early-ages.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.21-22
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• 2014

The purpose of this study is to ascertain strengths and hardening rate of epoxy-modified mortar with wood-tar contents. The polymer-modified mortars (PMMs) using epoxy resin with wood-tar are prepared with various polymer-binder ratios of 1, 3, 5% and wood-tar contents of 0, 5, 10, 15 and 20%. The PMMs using epoxy resin are tested for compressive, flexural and tensile strengths and hardening rate of epoxy resin. As a result, the strengths and hardening rate under polymer-binder ratio 1% and wood-tar content of 5% are more excellent than those of other specimens.

• Polymer(Korea)
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• v.25 no.3
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• pp.327-333
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• 2001

Acetylene substituted fluorenes such as 2-ethynylfluorene and 2,7-diethynyl-fluorene were synthesized and thin films were prepared by the vacuum deposition. Curing of these fluorene derivatives could be achieved by heat treatment and UV irradiation. The curing temperature of 2-ethynylfluorene and 2,7-diethynylfluorene were found to be 231 and $198^{\circ}C$, respectively. The cured poly(2-ethynylfluorene) and poly(2,7-diethynylfluorene) started to decompose at 280 and $ 385^{\circ}C$, respectively. Fluorescent characteristics of the cured films were similar to those of monomers, but fluorescent efficiency of the film was decreased about 3 to 10 fold.

• Proceedings of the Materials Research Society of Korea Conference
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• 2001.11a
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• pp.104-104
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• 2001

• Proceedings of the KWS Conference
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• 1996.10a
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• pp.89-91
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• 1996

• Proceedings of the Korean Fiber Society Conference
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• 2000.04a
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• pp.113-116
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• 2000

• Korean Journal of Agricultural Science
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• v.6 no.1
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• pp.45-55
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• 1979

This study made to find the variation of strengths of briquette ash which were hardened into cement. The briquette ash were mixed with the cement, ((cement (90%)+slaked lime (10%)) and ((cement (80%)+fly ash (20%)) in the ratio of 1:2, 1:3, 1:4, 1:5, 1:7 and 1:9, respectively, and these were compared with the one made of cement plus standard sand in the strengths of compression, tension and bending at the ages of 7 days and 28 days. The results from the study conducted preliminary without studying the economical aspects or duration of the products are summarized as follows: 1. The compressive strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash and (cement+fly ash) to briquette ash were 84%, 90% and 75% at the age of 7 days and 84.9%, 73.5% and 69.8%, respectively of those of Korean Standard values. 2. The compressive strength s of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash and (cement+fly ash) to briquette ash were 69.3%, 75.1% and 41.3% at the age of 7 days and 56.4%, 49%, and 46.5% at the age of 28 days, respectively of the mortar made of standard sand. 3. The tension strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash, and (cement+fly ash) to briquette ash were 64.4%, 47.1% and 35.4% at the age of 7days and 69.6%, 64.8%, and 57.3%, respectively of that of the mort ar produced with standard sand. 4. The bending strengths of mortar made of 1 to 2 ratios of cement to briquette ash, (cement+slaked lime) to briquette ash, and (cement+fly ash) to briquette ash were 46.3%, 65.9% and 39.1% at the age of 7 days and 89.9%, 96.7%, and 85.1%, respectively of that of mortar produced with standard sand. 5. The bending strength of the mortar was lower than that of cement mortar, when the briquette ash were harqened into cement. However, the mortar produced by such method seemed to be used as the secondary products of cement or concrete. The additional usefullness of the hardened biquette ash can be found in contributing toward the solving the various pollution problems, the saving the labor costs needed to clean-up waste materials, and the saving the construction materials.

• Journal of Welding and Joining
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• v.14 no.2
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• pp.1-9
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• 1996

철강재료에 대한 플라즈마질화법의 적용에는 지금까지 많은 연구결과가 나와 있는데, 탄소강이나 적합금강의 경우는 그 표면정도가 Hv400 - 900, 고합금강의 경우 는 Hv1000이상의 정도를 얻을 수 있으며, 내마모성도 향상한다고 알려져 있다. 그리 고 플라즈마질화처리에 의한 질화층의 형성기구나 화합물층 및 확산층의 생성에 관여 하는 처리조건의 영향, 질화층의 경도 및 깊이에 대한 합금원소의 영향등이 어느 정도 밝혀져 있다. 그리고 스테인레스강의 경우는 그 표면에 견고한 산화피막을 형성하기 때문에 염욕질화나나 가스질화법에 의한 처리가 일반적으로 곤란하다. 그러나 프라 즈마질화처리에 의하면, 분위기를 질소와 수소의 혼합가스로 함으로서 특별한 전처리 를 하지않고도 질화처리가 가능한 것으로 알려져 있다. 또한 철강재료 이외의 비철 금속에 대한 플라즈마질화처리의 적용이 검토되었으며, 질화물을 형성하기 쉬운 Ti 와 그 합금, Zr, Al 그리고 Va, AIa족원소의 경우는 Hv1000이상의 경도가 얻어진다는 것과 최적 질화조건등이 보고되어져 있다. 또한 질화물을 형성하지 않는 금속, 즉 Ni 나 Cu합금 등에 대하여도 Ti, Al 등의 질화물생성원소를 첨가하여 플라즈마질화법에 의한 표면경화특성도 검토되고 있다. 본 해설에서는, 탄소강, 탄소저합금강 등의 철강 재료를 중심으로하여 플라즈마질화처리한 경우의 표면경화특성에 대하여 서술하고자 한다.