• Restorative Dentistry and Endodontics
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• 제22권1호
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• pp.267-277
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• 1997

The purpose of this study was to evaluate the shear bond strength of light-cured glass ionomer cements to dentin surface according to curing time induced by argon laser. In this study, 160 extracted human molars with sound crown were used. The dentin surface of these teeth were exposed with high speed diamond bur under water spray and polished with 120, 320, 400, 800, 1200 grits sand paper. 160 extracted human molars were randomly assigned into four groups (control, experimental 1, 2 & 3) with 40 teeth each. Control group used a visible light curing unit, XL 1000(3M Co., U.S.A) and experimental groups used argon laser($SPECTRUM^{TM}$). And then each group subdivided into two groups (A, B) according to filling materials. Subdivided A group used Fuji II LC(GC Co., Japan), B group used Vitremer(3M Co., U.S.A). The curing units and curing time of each group were as follows : Control group : visible light, 40 seconds Experimental group 1 Experimental group 2 Experimental group 3 : argon laser, 10 seconds : argon laser, 20 seconds : argon laser, 30 seconds The glass ionomer cements were bonded to dentin surface of each specimen. The specimens were stored in 100% relative humidity at 37"c for 7days. And then, the shear bond strength were measured by universal testing machine(Shimatzu Co. Japan) at crosshead speed of 5mm/min and 100kg in full scale and analyzed statistically. The following results were obtained : 1. Experimental group 2-A showed the highest shear bond strength with $9.87{\pm}1.24$ kgf and control group B showed the lowest shear bond strength with $4.08{\pm}0.78$ kgf(P<0.01). 2. The Fuji II LC showed higher shear bond strength with $9.49{\pm}1.24$ kgf than that of the Vitremer with $4.23{\pm}1.24$ kgf. There was significant difference between Fuji II LC and Vitremer(p<0.01). 3. There was no significant differences among experimental groups according to curing time induced by argon laser. 4. There was no significant differences between control group and experimental groups according to curing units.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.42-43
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• 2013

Nowadays, Precast Concrete is adopted on most of construction, because of shortening construction period and good quality. In precast concrete, steam curing is necessary for getting proper strength, but it causes much CO₂ and economc. Therefore, on this study, by using type III cement and hardening accelerator, early compressive strength was shown 13MPa for 6hr. From the result, removal form could be shorten. Furthermore, annual CO₂ was reduced as much as 24% and also annual cost was decreased as much as 12%.

• 한국구조물진단유지관리공학회 논문집
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• 제22권3호
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• pp.90-96
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• 2018

본 연구에서는 탄소 포집 물질인 ${\gamma}-C_2S$를 함유하고 있는 Stainless Steel Slag AOD를 포함한 시멘트 페이스트의 역학적 및 미세구조 변화를 연구하였다. ${\gamma}-C_2S$는 비수경성이며 그러므로 물과 반응하지 않는다. 그러나 ${\gamma}-C_2S$는 물에 의한 탄산화 양생조건에서 반응성을 가지고 있다. 그 반응은 페이스트 안의 공극을 치밀하게 형성하기 때문에 STS-A를 사용한 시멘트 페이스트의 공극구조는 탄산화 ($CO_2$ 농도는 약 5%)후에 수은압입시험에 의해 측정될 수 있다. 또한 Fractal 특성은 시멘트 페이스트의 미세구조변화는 탄산화 영향에 대하여 연구하였다. 그 결과로부터 STS-A를 포함하는 탄산화 시멘트 페이스트는 강도가 증가하였고 공극구조는 더 치밀해졌다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.30-31
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• 2015

Usually, carbonation of concrete causes pH reduction and corrosion of steel, it leads to decrease of durability. However, CaCO₃, as results of reaction with hydrates products and CO₂, can contribute to improvement of compressive strength. Based on this theory, using carbonation depth, the researches about CO₂ absorption of plain concrete and concrete containing CO₂ reactive materials has been performed. But, the researches has limitation about using one material, therefore, for this study, considering various CO₂ reactive materials, experiment has been proceeded. With water to binder ratio 50%, after initial curing for 2days, accelerated carbonation was performed for 28days, and carbonation depth and compressive strength were measured. As results of carbonation depth, specimen containing desulfurized slag, zeolite showed the highest CO₂ absorption, in case of compressive strength, specimens with MgO were indicated as highest compressive strength.

• 한국건축시공학회지
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• 제18권3호
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• pp.203-210
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• 2018

철근콘크리트 구조물의 장수명화가 대두됨에 따라 내구성 문제에 대한 중요성이 증대되고 있다. 이에 대해 본 연구에서는 $Mg(OH)_2$를 혼입한 시멘트 페이스트의 탄산화 저항성에 대한 연구를 진행하였다. $Mg(OH)_2$가 $CO_2$의 고정 재료로서 5%, 10%, 15%의 비율로 $Mg(OH)_2$를 보통 시멘트 페이스트에 치환하여 $CO_2$ 농도 20%, 상대습도 60%, 온도 $20^{\circ}C$의 환경에서 양생 시킨 3, 7, 14, 28일 후에 탄산화 깊이 측정, 압축강도 측정, XRD, TG/DTA, MIP과 SEM등을 통해 샘플의 특성에 대해 연구를 진행했다. 그 결과, $Mg(OH)_2$의 혼입률이 증가할수록 탄산화 깊이가 더 작아지며 $Mg(OH)_2$ 혼입한 페이스트는 Magnesium calcite가 형성되어, $0.3{\mu}m$ 이하의 공극 비율이 높아 탄산화 저항성이 더 높아지는 것을 알 수 있었다.

• Fibers and Polymers
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• 제2권4호
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• pp.184-189
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• 2001

Continuous photografting/crosslinking of polyethyleneglycol dimethacrylate oligomers onto cotton using a water-soluble benzophenone photoinitiator was investigated. Photografting increased with increasing irradiation dose, oligomer concentration and photoinitiator concentration. Maximum grafting efficiency of DM 400 and 600 were 83% and 79%, respectively. the photografting increased the wrinkle resistance of cotton implying surface crosslinking of cotton. bothsurface crosslinking and bulk crosslinking of cotton were accomplished via dual curing of a mixed formulation containing both a thermally curable component (BTCCA/SHP) and a UV-curable component. The wrinkle resistance of the crosslinked cotton was found to be higher when cured by thermal curing due to the facile post-polymerization of the UV active component. The presence of crosslinks in the dually crosslinked cotton was verified with FT-IR and thermogravimetric analysis.

• Elastomers and Composites
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• 제19권3호
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• pp.163-177
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• 1984

The effect of curing temperature increase and sulfur amount added were studied with natural and synthetic rubbers. Also, the effects of TMTD, MBTS and mixture of zinc soaps of high molecular fatty acids added to natural rubber were investigated respectively. The experimental results showed that, in the case of the conventional curing ($145^{\circ}C$), natural rubber, compared with synthetic rubber, gave higher values in elongation, tensile strength, cure rate, and lower values in modulus change. But, at high temperature curing ($180^{\circ}C$), natural rubber showed faster reversion rate, and higher heat build-up compared to synthetic rubber, than in the conventional curing. Also, natural rubber produced at high temperature showed severe degradation in hardness and tensile strength before heat-aging as well as in hardness, modulus and tensile strength after heat-aging. Improved reversion effect was obtained with natural rubber either by blending mixture of zinc soaps of high molecular acids or by applying semi-efficient vulcanization system.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.53-54
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• 2023

In recent decades, climate change has become an issue of global importance. The calcium sulfoaluminate (CSA) cement emits lower CO₂ than the Portland cements while manufacturing. However, ettringite, which is a main hydration product of CSA cement, starts dehydrating at a temperature above 100℃, hence it may limit the CSA cement for high temperature application. Recently, an early carbonation curing of cement-based material has been extensively studied in terms of carbon neutralization. The carbonation curing of CSA cement has a potential to transform the AFt and AFm phases into calcium carbonate, and the transformation of unstable hydrates to stable hydrates can increase the resistance to elevated temperature. This review study summarizes and discusses the carbonation curing effect of CSA cement and the thermal stability of CSA cement exposed to elevated temperatures.

• Advances in concrete construction
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• 제2권1호
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• pp.29-37
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• 2014

Increasing emphasis on energy conservation and environmental protection has led to the investigation of the alternatives to customary building materials. Some of the significant goals behind understaking such investigations are to reduce the greenhouse gasemissions and minimize the energy required formaterial production.The usage of concrete around the world is second only to water. Ordinary Portland Cement (OPC) is conventionally used as the primary binder to produce concrete. The cement production is a significant industrial activity in terms of its volume and contribution to greenhouse gas emission. Globally, the production of cement contributes at least 5 to 7 % of $CO_2$. Another major problem of the environment is to dispose off the fly ash, a hazardous waste material, which is produced by thermal power plant by combustion of coal in power generation processes. The geopolymer concrete aims at utilizing the maximum amount of fly ash and reduce $CO_2$ emission in atmosphere by avoiding use of cement to making concrete. This paper reports an experimental work conducted to investigate the effect of curing conditions on the compressive strength of geopolymer concrete prepared by using fly ash as base material and combination of sodium hydroxide and sodium silicate as alkaline activator.

• 청정기술
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• 제12권1호
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• pp.27-35
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• 2006

본 실험은 에폭시계 분체도료의 물성에 영향을 미치는 에폭시 수지, 경화제, 충전제 및 안료 의 최적 조성 결정에 대한 연구이다. 본 연구에서 사용된 에폭시계 수지의 경화 시스템은 Diglycidyl ether of bisphenol-A (DGEBA)와 경화제로 dicyan diamide (DICY)를 사용하였다. 코팅 재료의 경화거동과 유변물성은 DSC와 레오메터를 사용하여 조사되었다. 또한 코팅재료의 스틸에 대한 접착력은 lap shear 실험을 이용하여 조사되었다. 연구 결과에 따르면 에폭시계 분체도료의 최적 조성은 에폭시계 수지 기준으로 DICY 6 phr, $CaCO_3$ 20 phr 및 $TiO_2$ 10 phr 이었다.