• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.794-797
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• 2004

In this study, tensile adhesive strength(TAS) test was carreid out for evaluated the effects of temperature conditions (-20, -10, 0, 5, 10, 20, 30, $40^{\circ}C$) on the tensile adhesive characteristics about 4 type waterproofing membranes which were commercially used in bridge decks. And, failure appeariences of waterproofing systems in each temperature after TAS test were observed the sawing surfaces of waterproofing systems for whether or not damaged of waterproofing membranes. Also, correction coefficient of TAS with temperature were calculated using 4 type waterproofing membrane. It could be shown that the higher TAS and shear adhesive strength, the lower temperature, regardless of the type of waterproofing membrane. Temperature sensibility of TAS was especially remarkable in epoxy membrane. Failure type was occurred the ductile failure in $30^{\circ}C\;and\;40^{\circ}C$. From these results, it was shown that if ambient temperature above $30^{\circ}C$ maintains for a long time, waterproofing membrane will be deformed by softening. Otherwise, waterproofing membrane in temperature below $20^{\circ}C$ shown that occurred the brittle failure. From the results of visual observation of cutting surface for specimen, the thin waterproofing membranes shown indented by hot aggregate of the asphalt mixtures. Therefore, it could be known that the specification of waterproofing membrane thickness is necessary by waterproofing membrane type. As temperature change varied with pavement depth, the interface temperature was more important than ambient temperature in TAS test. Now, TAS test results were limited only in $-10^{\circ}C\;and\;20^{\circ}C$ temperature, but correction coefficient of TAS by ambient temperature could be used as a solution to deal with this problem.

• 한국도로학회논문집
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• 제4권3호
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• pp.15-23
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• 2002

방수시스템의 거동은 재료 인자들의 복잡한 상호작용, 설계 상세, 그리고 시공의 질에 따라 결정되고, 방수성은 교면과의 접착성과 방수재의 손상정도에 의해 결정되는 것으로 알려져 있다. 따라서 본 연구는 현재 국내에 유통되고 있는 교면방수재의 종류별로 방수시스템의 성능을 현재 각 시공현장에서 하자의 원인으로 가장 빈번하게 발생되는 요인들을 중심으로 인장접착 특성을 비교하였다. 방수시스템에 대한 인장접착강도 시험 결과, 함수비 10% 이상에서는 무기질탄성계 도막방수재를 제외하고는 접착력이 감소하였으며, 바닥판 콘크리트 강도가 증가할수록 일반적으로 인장접착강도는 증가하였다. 또한 바닥판 콘크리트의 양생방법에 따라 내부의 공극구조 및 평탄성의 차이로 인해 수중양생한 시편이 전반적으로 접착력이 더 큰 것으로 나타났다. 아스팔트 혼합물 포설전 보다 아스팔트 혼합물 포설후 인장접착강도가 증가하는 경향을 나타냈지만 도막식의 경우, 오히려 감소하는 결과가 나타났다. 그리고 방수재 시공시 대기온도가 상승함에 따라 접착력이 저하되어 방수 시스템의 성능에 악영향을 미치는 것으로 나타났다.

• 한국지반신소재학회논문집
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• 제17권4호
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• pp.189-197
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• 2018

차수용 박층 멤브레인은 폴리머로 구성된 재료로 기존 방수포(sheet membrane)와 비교했을 때, 시공에 있어서 뿜어 붙이는 방식을 사용하기 때문에 타설이 용이하고 상대적으로 높은 부착성능을 보이는 재료이다. 하지만, 차수용 박층 멤브레인은 최근에 개발된 재료로 그 성능이나 구조물과의 거동 양상은 충분히 보고되지 못한 실정이다. 따라서 본 연구에서는 차수용 박층 멤브레인이 삽입된 복합 숏크리트 재료에 대해 전단시험을 수행한 기존 연구 결과를 이용하여 차수용 박층 멤브레인의 전단거동을 수치해석적으로 접근하여 접촉면 특성을 파악하고자 하였다. 연구를 통해 숏크리트 사이에 시공된 멤브레인에 의해 숏크리트의 전단거동과는 다른 거동을 보여 일반적으로 사용되는 전단강도 방식으로 거동을 표현하는데에는 한계가 있었다. 이에 따라 수치해석 방법을 사용하여 직접 전단시험을 모사하였고 차수용 박층 멤브레인의 전단거동을 가장 효과적으로 표현할 수 있는 방안을 제시하였다.

• 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.

• 한국지반신소재학회논문집
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• 제17권4호
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• pp.93-102
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• 2018

차수용 박층 멤브레인은 폴리머로 구성된 재료로 기존 방수포(sheet membrane)를 대체할 수 있는 뿜어 붙이는 방식의 차수 재료이다. 시공에 있어서 뿜어 붙이는 방식을 사용하기 때문에 타설이 용이하고 상대적으로 높은 부착성능을 보인다. 차수용 박층 멤브레인의 배합은 영구 지보재로 쓰이는 TSL(Thin Spray-on Liner)와 매우 유사한 구성을 갖으나 적용 목적에 따라 차수와 지보재로 구분하고 있다. 본 연구에서는 차수용 박층 멤브레인의 차수 성능을 확보한 상태에서 구조적인 성능을 보강할 수 있도록 배합비를 조절하였다. 이를 검토하기 위해, 영구 지보재용 멤브레인 재료에 사용되는 성능 기준에 따라 시험을 수행하고 결과를 검토하였다. 시험결과 본 연구에서 고려한 차수용 박층 멤브레인의 구조적 성능은 영구 지보재로도 사용이 가능한 정도의 성능을 보였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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• pp.44-45
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• 2017

There are various national standards designed to test the physical properties of waterproofing materials for the respective countries based on each of their environmental parameters, variables and requirements. The problems of these standard systems can be outlined in the following: (1) there are too many test methods and criteria to satisfy in order assess one waterproofing membrane system, and (2) there is currently no known method to compile the separate testing results to provide a comprehensive report on waterproofing system durability. This paper outlines and compares the performance testing results of various types of asphalt waterproofing membrane systems and discusses the potentials of a complex environmental deterioration analysis method.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문 발표회
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• pp.17-21
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• 2003

This study is mainly acceptive for physical material performance than waterproofing layer performance on the external condition after construction. The reason are legalized only for material performance quality standard even though it is existed waterproofing materials for membrane. In actuality, waterproofing layer are greatly occurred in performance a decreased developing essential element that are human footprints as a result physical perimeter environment after construction and on the construction. As the result, this present paper purpose for evaluation and performance of the membrane waterproofing layer on the construction.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.17-21
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• 2003

This study is mainly acceptive for physical material performance than waterproofing layer performance on the external condition after construction. The reason are legalized only for material performance duality standard even though it is existed waterproofing materials for membrane. In actuality, waterproofing layer are greatly occurred in performance a decreased developing essential element that are human footprints as a result physical perimeter environment after construction and on the construction. As the result, this present paper purpose for evaluation and performance of the membrane waterproofing layer on the construction.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.373-378
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• 2002

The waterproofing system's performance is known to show a determining by complex interaction of material factors, design details, and the qualify of construction, and the waterproofing integrity of waterproofing membranes is determined by the bond to the deck and the amount of damage to the waterproofing membrane. In this research, the basic properties of waterproofing membranes on market and the tensile adhesive characteristics of waterproofing systems of concrete bridge deck have also been investigated in the view of the damages frequently reported from job site. As a results of tensile adhesive strength of waterproofing system, tensile strength is decrease with surface moisture contents except for inorganic-elastomeric liquid waterproofing membrane, and increase with strength of deck slab. Also tensile adhesive strength is generally increase in case of moisture curing of specimen because of pore structure and surface leveling. The after asphalt concrete paving tends to increase more than before those. The results of the liquid waterproofing membranes are upside-down, and the more concrete has strength, the more strength of tensile adhesive increase. The ambient temperature and the rolling temperature of asphalt concrete when application of the waterproofing membrane has considerable influence on the performance of waterproofing system.

• 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.