• 한국구조물진단유지관리공학회 논문집
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• 제17권6호
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• pp.138-144
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• 2013

비노출형 도막방수재 도포 후 누름콘크리트 타설 시기에 따른 도막방수재의 물리적 특성과 바탕면 조건, 도막두께 및 보강포 사용유무에 따른 내피로성을 검토하였는데, 누름콘크리트 타설 시기가 짧을수록 변색이 심하였고, 도막두께가 두꺼운 반면 인장성능이 낮았다. 내피로 성능은 3 mm의 도막두께에서는 파단되지 않았으나 1, 2 mm는 모두 파단 되었고 부직포로 보강한 경우의 내피로성능이 상대적으로 우수한 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 가을 학술논문 발표대회
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• pp.191-192
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• 2022

It was intended to evaluate whether the primer affects the physical performance of the waterproofing membrane coating. For this end, the physical performance change of the urethane waterproofing membrane coating was evaluated for urethane-based and polymer-based primers. As a result of the evaluation, it was confirmed that the type of primer may affect the physical performance of the waterproofing membrane coating. In particular, a difference in performance of more than 100% was confirmed in tensile strength and percentage elongation. Through these results, it was confirmed that the selection of the primer was important. In the future, follow-up studies on various waterproofing membrane coatings are needed.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
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• pp.329-331
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• 2013

The salt damage resistance of waterproofing membrane was evaluated on the cracked mortar substrate. The types of specimens are urethane, acrylic waterproofing membrane, and no coating mortar substrate. After these specimens were cured by water curing for 4 weeks, they were cured by atmospheric curing at 20±2Co for 8 weeks. The salt water immersion test was carried out by following KS F 2737, and the penetration depth of chloride ion into substrate was measured in 1, 4, 8, and 13 weeks. As a result, in the case of non coating specimen, the chloride ion penetrated within one week. In the coated specimens, a regardless of the membrane type, the chloride ion did not penetrate during 13 weeks-tests on condition that the cracked width of substrate is less than 0.3mm. Also, the penetration speeds of the coated specimens were lower than that of non coating specimen. Therefore, our results reached a conclusion that waterproofing membrane has high salt damage resistance.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
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• pp.127-130
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• 2011

The duplex waterproofing construction method has been investigated to improve various problems (how to fix the sheet, breaking, air/water pocket, and cracks caused by different materials) of the existing rooftop exposed waterproofing construction method. By using fiber sheet, Net PE fabric, and thixotropy urethane with high viscosity, the waterproofing construction method is to glue the ground and waterproof course by circular dot. The method is also to construct the waterproof course with high hardness by using waterproof membrane coatings in upper hybrid system. By gluing the ground and the waterproof course by circular dot, the study is expected to be useful to minimize the simultaneous breaking in the waterproof course as tensile stress is buffer in case of the ground crackling. Also, since the waterproofing construction method is good at moving and emitting vapor from the ground, it is considered to be effective to minimize any damages caused by air/water pocket and get loose of the waterproof course.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술대회지
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• pp.77-81
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• 2004

The massive structures are not free to move with vibration, differential settlement, thermal stresses because, construction and expansion joint, crack etc., can be large enough to cause leakage as deformation of waterproofing. It has been depended on the test method of tensile/tear strength which is waterproofing performance as behavior of concrete structure crack. However, not to practically confirm the creep applied to concrete surface, even waterproofing membrane have more performance than definite strength and elasticity. Therefore, in this study will focus on the test method to consider a resistance performance about loose adhesion and deformation of waterproofing and behavior of concrete structure as construction/expansion joint, crack. Performance test method on the influence as behavior of concrete structure crack is to choose waterproofing materials and construction method which possible to confront with behavior of 50mm crack in the atmosphere and low temperature. Examine the deformation of waterproofing membrane and loose adhesion which can occur to structure in general job site, suggest standard testing method to analyze correlation waterproofing membrane and structure with 5-types of materials used in this study, such as Adhesion membrane and sheet complex, sheet and urethane complex, self-adhesive sheet, spray poly-urea, spray membrane of rubberized Asphalt.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 추계 학술논문 발표대회 논문집
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• pp.61-65
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• 2006

Urethane, epoxy, acrylic have common property to adhere on the concrete dried surface in the waterproofing materials at present. In the wet condition, however, the materials such as urethane, epoxy, acrylic need a long hardening time and it become a reason of water leakage as the materials breaking down. it is one of the problem to adhere to the substrate. Therefore, in this thesis, I focused to assure the structural safety and durability and quality for waterproofing and safe of construction cost by cut down the cost of labor and reduce the term of works as searching the application of field condition for hish adhesive spray type of degenerated and rubberized asphalt membrane material.

• 한국건설관리학회논문집
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• 제6권3호
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• pp.128-134
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• 2005

방수공사의 중요성에 의해 그간 다양한 방수 재료 및 공법이 개발되었고 옥상바닥 방수공법으로 현재 합성고분자의 신장성, 탄성, 내구성 등이 뛰어날 폴리우레탄 도막방수재가 많이 보편화되어 성능이 높아지면서 시장점유율도 급증하게 되었다. 이에 방수성은 향상되었지만 이것 또한 방수결함이 빈번히 발생되고 있어 하자발생률이 감소되지는 않고 있는 실정이다. 이러한 측면에서 본 연구는 옥상방수에 있어서 폴리우레탄 도박방수를 중심으로 방수결함 유형 및 하자원인을 분석함으로써 향후 하자 재발방지를 위한 기초 자료로 활용하고자 한다. 순천지역을 대상으로 한 13개 현장 조사 결과 바탕의 평면불량으로 인한 물고임 현상이 $25\%$로 가장 많이 나타났고, 바탕의 건조불량으로 인한 부풀음 박리 현상이 $15\%$ 순으로 나타났으며 들뜸 $14\%$, 파단 $11\%$, 기타 순으로 결함이 발생되었다.

• 한국건축시공학회지
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• 제6권4호
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• pp.85-92
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• 2006

Urethane, epoxy, acrylic have common property to adhere on the concrete dried surface in the waterproofing materials at present. In the wet condition, however, the materials such as urethane, epoxy, acrylic need a long hardening time and it become a reason of water leakage as the materials breaking down. it is one of the problem to adhere to the substrate. Therefore, in this thesis, I focused to assure the structural safety and durability and quality for waterproofing and safe of construction cost by cut down the cost of labor and reduce the term of works as searching the application of field condition for high adhesive spray type of degenerated and rubberized asphalt membrane material.

• 한국건설관리학회논문집
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• 제10권5호
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• pp.123-134
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• 2009

1970 년대 이후, 우레탄 도막방수공법은 자외선에 강하고 탄성 및 수밀성이 뛰어나 지붕 및 지하바닥, 스포츠경기장 등에 널리 활용되고 있다. 그러나 옥상 및 지하공간은 미끄럼으로 인한 위험이 많고 다양한 외력으로 하자발생이 빈번하여, 미끄럼방지기능 및 내구성을 향상시켜야 하고 사용자의 편의성 및 심미적 측면의 기능성을 고려한 우레탄 도막방수공법의 개발이 절실하다. 따라서 기존 우레탄의 장점을 유지하고 성능 및 기능을 향상시킨 다양한 공법이 개발되고 있으며, 최근에 엠보스프레이 코팅시스템(Embo spray coating system)을 활용한 엠보탄(Embo-thane) 도막방수공법이 개발되었다. 본 논문은 엠보탄 도막방수공법의 노출 비노출 바닥재에 대하여 살펴보고 기존의 우레탄 도막방수공법과의 성능 및 기능에 대한 객관적 비교 분석을 실시하기 위하여 인장강도, 신장률, 부착성능, 내마모성, 미끄럼저항성능에 대한 실험적 연구를 실시하였다. 그리고 엠보탄 방수공법의 물리적 성능뿐만 아니라 공법의 설계적 측면을 고려한 평가기준항목 설정과, AHP(Analytic Hierarchy Process)기법을 활용한 VE(Value Engineering)분석을 실시하여, 엠보탄 도막방수공법이 기존의 우레탄 도막방수공법에 비교하여 성능 및 기능에 대한 개선정도를 성능점수(performance index)를 통하여 제시하였다. 또한, 불확실성이 고려된 결과에 대한 평가를 위하여 Monte Carlo Simulation기법을 활용하여 확률적 접근방법을 통한 신뢰도 분석을 실시하고자한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.168-169
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• 2013

In this study, the chemical resistance of polyurea resin waterproofing and anti-corrosion materials that is applied to the social infrastructure was analyzed. The result in this study will be utilizing as a basic data for establishing the quality standards which are able to judge the chemically resistant characteristic of polyurea resin waterproofing and anti-corrosion materials.