• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.429-432
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• 2008

Cathodic Protection Method was introduced as a corrosion protection method of metals under the ground or sea. Since 1970, it was applied to corrosion protection method of reinforced concrete structures. After 1990, this method has been used around the world, and its usability was proved. But this method has some problems on the aspect of construction and economy. In order to solve these problems, Cathodic Protection Method by using high durable metal spray was developed. First, the specimen was covered with anodic materials (Zn, Al) by using metal spray. And a performance of corrosion protection was confirmed by measuring corrosion current of specimen. Through the result of experiment, it is possible to know that Cathodic Protection Method by using high metal spray is good to protect to corrosion on reinforced concrete structures.

• Journal of the Korea Institute of Building Construction
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• v.14 no.6
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• pp.505-513
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• 2014

The purpose of this study is to evaluate the corrosion protective properties of a Zn-Sn metal spray method according to the contents of Zn and Sn by a CASS test and the electrochemical theory. In the experiment, the CASS test and the electrochemical test were conducted to investigate the corrosion protective property of the Zn-Sn Metal Spray system, the Zinc galvanizing system, and the heavy duty coating system. As a result, it was confirmed that the Zn-Sn (65:35) Metal Spray system had very high corrosion protective property through the electrochemical characteristic as comparison with the other anti-corrosion systems and was very effective to prevent steel products from corrosion.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.11a
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• pp.205-208
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• 2011

최근 사용하는 소방배관의 현장 시공에 사용되는 공법 및 부속을 살펴보면 정통방식의 부속연결 방식, Tee 가공방식, 분기관 방식을 사용하고 있다. 이 방식 중 가장 많이 사용되고 있는 방식은 Tee가공 방식과 분기관 방식으로 이는 우리나라의 소방배관 시설의 규모로 보았을 때 부속과 공법이 미흡하다 할 수 있다. 기존의 공법은 현장 적용성이 떨어지고 화재안전 성능이 미흡하다 할 수 있으며 사회가 발달 하며 건축물의 형태가 다양해지고 초고층화가 이루어지고 있는 과정에서 본 연구에서는 현재사용 하고 있는 공법의 분석과 새로운 소방배관 부속을 개발 하려 한다.

• Electric Engineers Magazine
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• v.196 no.12
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• pp.28-32
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• 1998

765kV 송전선로는 6도체 방식이므로 연선공법중 가장 어려운 공법이다. 4도체 연선공법은 이미 345kV 송전선로에서 손에 익은공법이므로 더 말할 나위가 없고 외국의 경우 8도체 공법도 4도체 여긴선후 다시 4도체를 여긴선함으로서 결국 4도체 공법과 같다.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2006.06a
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• pp.240-241
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• 2006

변류기의 제조공법에는 conventional 방식이 있다. Conventional 방식은 부분적으로 불규칙한 경화에 의한 굴곡형태, 단기간에 금형의 손상이 많이 가고, 제한된 생산량으로 금형이 많아야하고 또한 금형의 예열이 필요한 단점을 가지고 있다. 이를 개선한 APG(Automatic Pressure Gelation) 주형방식은 제품의 외관을 매끄럽게 하고, 자동화에 따른 금형수명을 연장하고, 1일 생산량이 conventional 방식보다 8배나 많고 제품의 후경화 설비만 필요한 장점이 있다. 생산성 향상 및 제조원가 절감을 위하여 새로운 제조공법인 APG 방식의 제조공법에 맞는 원재료 및 작업조건을 표준화하고 한국전기연구원이 보유하고 있는 고가장비인 내후성시험기, 성분분석시험기, 충격시험기, 단락시험설비 등을 이용하여 시제품에 대한 평가 시험을 하여 제품의 품질을 향상하고 안정성을 확보함으로써 국내 기업의 기술 경쟁력을 향상하고자 하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.225-232
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• 2008

The object of this paper is to study the flexural strengthening effectiveness on the construction method of bonding of the FRP. The existing FRP flexural strengthening methods were divided into FRP sheet strengthening and FRP plate strengthening according to the FRP condition. For improving the existing construction method, this paper proposed the velcro type anchorage system for temporary bonding material, and flexural strengthening effects were tested. Test variables were bonding methods of the FRP strengthening materials, and total 4 specimens were tested. Following to the test results, it is shown that FRP-plate strengthening method using the velcro can get better workability than existing construction methods, and have excellent strengthening performance including flexural strength, stiffness, ductility and failure aspect.

• Journal of the Korean GEO-environmental Society
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• v.14 no.6
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• pp.5-11
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• 2013

Because the regulation for a noise and a vibration in our country has been being reinforced more and more, a more environment-friendly pile construction method than a current low-noise and low-vibration method was needed for the close construction in the downtown area. In this study, the characteristics of a screw concrete pile method for noise and vibration-free method was explained, and it's vertical bearing capacity was studied in the base of the static pile load test data of the screw concrete piles. Constructed by two methody; a pre-digging shoe type construction method and a toe-jetting shoe type construction method. The vertical load bearing capacity of a screw pile constructed by the former was more about 70% than that of a screw pile constructed by the latter.

• Proceedings of the Acoustical Society of Korea Conference
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• 1993.06a
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• pp.6-9
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• 1993

본 연구에서는 엘리베이터 용량, 속도, 제어방식, 아파트 건설공법(현장타설공법 및 조립식공법), 승강로의 벽 및 천장구조 등 여러 요인별로 현장에서 엘리베이터 운행시 소음.진동량을 실측하고 문제점을 파악한 후, 현형 설계여건을 고려하여 PC구조아파트에 적용할 수 있는 효과적인 저감공법을 제시하였다.

• Korean Journal of Construction Engineering and Management
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• v.16 no.5
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• pp.12-20
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• 2015

Construction industry pays attention to modular construction recently which based on factory production not on labor intensive site production. Since modular construction has high time shortening effect and easiness of demolition and recycling, it has been applied to the temporary residential building. Domestic modular construction market are not activated yet, however, due to the high initial cost to realize modular construction. This study proposes demand-sensitized movable modular building in order to reduce the financial burden. The study compares between RC method building and Modular building which moves building when the demand falls off from Life-Cycle Cost's viewpoint. As a result of the economical evaluation, RC method achieved profits faster than Modular model, but Modular model's gross earnings during the life-cycle are much bigger than RC method. In other words, the result means that the market-sensitized movement of the modular building would be an economci choice in Life-Cycle Costing aspect.

• Journal of the Korean GEO-environmental Society
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• v.11 no.10
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• pp.25-31
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• 2010

Anchor, soil nail, micropile have been widely used for slope reinforcement and foundation. These all methods need grouting work after placing reinforcing member. In domestic case, gravity fill techniques and pressure grouting techniques are mainly used. In contrast the pressure re-injection grouting method is not commonly used because grouting equipment and lack of practical application example is short and the verification of reinforcing effect is difficult. Pressure re-injection grouting is a kind of post grouting which technique increases the radial stresses acting on the grout body and causes irregular surface to be developed around bond length that tends to interlock the grout and the ground. In this study, the field test was performed to evaluate the reinforcing effect with the variation of grouting methods and pullout characteristics of reinforcing member placed by pressure re-injection grouting method. The test results showed that the post-grouting methods were useful to increase the pullout capacity.