• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.1
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• pp.71-84
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• 1992

Polymer-Impregnated Concrete(PIC) is a composite material of concrete and polymer. PIC has superior properties compared to conventional cement concrete, such as strength, stiffness, toughness, durability, water-proofing, chemical resistance. However, the usage of PIC has been limited to repairing materials and non-structural applications due to the lack of the design criteria and the analytical model to determine structural behavior. The objective of this study is experimentally to develop the optimum mixing proportions of polymer impregnants and the stress-strain responses, the strength characteristics, the fatigue and creep behaviors, and the durabilities of MMA(methyl methacrylate)-based PIC.

• Journal of the Korea Concrete Institute
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• v.17 no.6 s.90
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• pp.1011-1018
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• 2005

The influence of liquid shotcrete accelerators(alkali aluminate, two types of alkali-free) was investigated. Comparing to the existing alkali aluminate accelerator, new alkali-free accelerator, AF2, shortened initial and final setting of cement system, and after curing for 1 day compressive strength was analogous with others. On the other hand, compressive strength of specimen cured for 12 hour was the highest by the addition of alkali aluminate accelerator, but final strength was the lowest by that. But compressive strengths of AF1, AF2 were similar to Plain up to 28day. Further from XRD(X-Ray Diffractometer) and DSC(Differential Scanning Calorimeter) analyses, we confirmed that setting promoted by alkali aluminate was mainly because of Ca(OH)2(calcium hydroxide), but the accelerating behavior of alkali-free was influenced by the needle-like ettringite$(6CaO{\cdot}Al_2O_3{\cdot}3SO_3{\cdot}32H_2O)$ crystal.

• Journal of the Korea Institute of Building Construction
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• v.18 no.1
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• pp.51-57
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• 2018

The objective of the present study is to examine the feasibility on the development of high-insulation concrete using aerogels with hydrophilic surface treatment. To prevent the segregation and enhance the dispersibility of agerogels in the cement pastes, the substrate of aerogels was modified to be hydrophobic property using surfactant. The modified aerogels were added from 0% to 100% of the cement volume at the interval of 25% under the constant cement content. Some cement pastes showed segregation phenomenon and flocculation of aerogels during mixing phase. The addition of aerogels decreased the compressive strength of cement pastes but enhanced the thermal conductivity. The thermal conductivity of pastes with 100% aerogels was lower by 43% when compared with that measured in the conventional paste. To improve the compressive strength and insulation capacity of concrete containing aerogels, a reliable surface treatment method of aerogels needs to be further investigated.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.04a
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• pp.29-30
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• 2013

폴리머 시멘트 모르타르(Polymer-Modified Cement Mortar, 이하, PCM으로 칭함)는 일반 시멘트 모르타르와 비교해서 접착성, 치밀성, 내약품성, 시공성등이 우수한 재료로, 콘크리트 구조물의 보수 보강에 필수불가결한 재료로 인식되고 있다. 그러나, 혼입된 폴리머는 유기물 재료로, 화재와 같은 고온을 받는 경우에는 무기계 재료인 일반 모르타르 및 콘크리트와는 또 다른 고온역에서의 성상을 보일 것으로 예상된다. 이로 인해, PCM으로 보수 보강된 건축물에 화재가 발생할 경우, 고온에서의 안전성 및 화재 후의 보수 보강 필요성에 대한 평가를 행할 필요가 있다. 이에 본 논문에서는 평가시 기본적인 데이터로 활용될 수 있는 PCM의 고온노출시의 역학적 특성에 대한 검토방안으로, 기존의 실험조건 및 실험방법을 응용한 새로운 실험방법을 적용, 비교검토를 행하고, 고온영역에서의 PCM의 역학적 특성에 대해 고찰했다.

• Cement
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• s.37
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• pp.4-11
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• 1970

최근 급속히 팽창된 산업 구조와 이에 따른 업무량의 증가는 종래의 관리기술로서는 이를 성공적으로 처리할 수 없게 되었으며 아울러 인간의 미래조작능력의 증대와 기업구상력의 개발, 사회변동에 대비한 예측적인 계획의 수립 등 관리기능의 신장은 새로운 관리기법을 요구하게 되었으므로 PERT/CPM 수법이 신관리기법의 하나로 등장하게 되었다. PERT/CPM 이란 Program Evaluation Review and Technique, Critical Path Method 의 약자로서 우리말로는 계획수립 집행 및 평가로 번역되는데 이의 직역은 종속 및 총합 $\ulcorner$시스템$\lrcorner$ 과업의 동시진행 및 집중관리라 할 수 있는 것으로 시간과 비용을 절감하려는 기법인 것이다. 또한 PERT 기법은 복잡한 작업형태를 상호관련성있는 Network로 구성하고 제종속작업을 하나의 통일된 목표로 진행시키는 것을 의미한다. 이와 같은 PERT/CPM 기법은 제한된 자원의 효율적인 투자 및 관리와 불필요한 시간과 비용을 제거하여 준다. 현재 정부(경제기획원)는 PERT/CPM 제도를 도입하여 건설공사에 대한 예산관리제도를 설정중에 있으며 민간 및 정부투자기관으로서 현대건설주식회사와 한국전력주식회사와 이미 PERT/CPM 제도화방책을 연구기관에 위촉하여 제2단계적용을 시도하고 있는 것은 시대적 당위성에 따른 타당한 전망이라 하겠다. 거금 한국양회공업협회가 본제도의 도입 적용을 추진하기 위한 일련의 조사활동을 시작한 것은 시멘트 공업계의 새로운 경영관리체제를 모색하고 업계를 선도하는 중요한 전환점이 되리라 믿는다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.297-298
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• 2009

In this paper, it was to investigate different types of mortar properties using a chloride attack protection agent by evaluating mixing ratio of this particular agent, including 3% increments. The results showed that the compressive strength and chloride ion penetration resistance of mortar by using chloride attack protection agent were improved than non-added mortar.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2010.05a
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• pp.73-76
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• 2010

This study deals with the properties of polymer-modified mortars with a nitrite-type hydrocalumite, which are effectively used as intelligent patch materials for deteriorated reinforced concrete structures. The calumite is a material that can adsorb the chloride ions (Cl-) causing the corrosion of reinforcing bars and liberate the nitrite ions (NO2-) inhibiting the corrosion in reinforced concrete, and can provide a self-corrosion inhibition function to the reinforced concrete. Polymer-modified mortars using hydrocalumite and terpolymer powders are prepared with various calumite contents and polymer-binder ratios, and tested for corrosion inhibition. Subsequently, regardless of the polymer-binder ratio, the replacement of ordinary portland cement with the calumite has a marked effect on the corrosion-inhibiting property of the polymer-modified mortars.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.377-378
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• 2010

This study was performed an evaluation of engineering properties of cement composite according to type and content of Nano-silica as admixture for marine concrete. As the results of study, when considering the porosity and compressive strength, the proper type and content are thought to be type of sodium silicate and under 5%.

• 전기의세계
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• v.24 no.5
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• pp.57-60
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• 1975

오늘날 컴퓨터는 일반 사무분야 및 과학기술분야에 널리 이용되어 계산의 신속, 정확 및 사무의 간편화를 가져왔음은 물론 여러가지 Simulation을 단시간내에 처리하여 우리에게 유익한 판단자료를 제공해 주기도 한다. 이러한 역할외에 제조공정에서 공정중의 일부분 또는 전부를 제어하여 공정의 안정 및 품질의 향상등을 기하는 역할을 수행케하는 데도 컴퓨터는 이용된다. 여기에서는 시멘트 제조공정제어에서 일반적으로 컴퓨터가 어떠한 역할을 하고 있는가에 대하여 당사의 계획을 중심으로 하여 약술코져 한다. 시멘트제조공정은 다입력, 다출력계로서 제어가 복잡한 관계로 종래 경험과 숙련에 의한 제어만으로는 만족한 공정의 안정을 얻을 수 없던 것을 공정제어에 컴퓨터를 도입하여 최적 공정제어를 기할 수 있게 되었으며 미국에서는 약 15년전부터 서독과 일본에서는 약 10년전부터 공정의 전부 또는 일부를 컴퓨터화시켰던 것이다. 당사에서는 여러가지 여건으로 공정에의 컴퓨터도입을 지연시켜 오다가 2-3년 후의 완전 설치, 운용을 목표로 추진하고 있다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.6
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• pp.10-19
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• 2016

The objective of this study is to investigate the self-healing properties of ternary blended cement(TBC) paste made with OPC, GGBFS and FA. The influence of OPC-GGBFS-FA on the self-healing ability of ternary blended cement paste was researched by ultrasonic pulse velocity(UPV) measurement. The TBC paste with GGBFS-FA replacement ratios of 20%, 40% and 60% were prepared having a constant water-cementitious materials ratios os 0.5. The research focuses on behavior after 28days(after loading). Four-point bending tests are used to pre-cracked the prismatic specimens at 28days. For specimens (uncracked and cracked) submerged in tap-water and sea-water until 60days. According to the experimental results, the TBC paste system has self-healing ability increased when the fraction of GGBFS increased. Because GGBFS and FA continues to hydrate after 28days, it is likely that hydrated products from GGBFS and FA may modify microstructures, seal these cracks. From these results, it is clear that the crack in all samples experience self-healing and that this occurs mostly in the first 30days of submerging. Futhermore, most of the healing for both specimens of submerged in sea-water and tap-water occurred during the first 30days. Sea-water submerged specimens healed cracks as fast as those in tap-water. Differences in healing effects of submerged in sea-water and tap-water may be attributed to the presence of specific sea-water ions. Therefore, self-healing effects considered age-effects was more strong effect occurred mostly in the first 30days, and then gradually weaken.