Sealing treatment is a post-surface treatment of the plasma spray coating process to improve the corrosion resistance of the coating material. In this study, the effect of the sealing on the corrosion resistance and adhesive strength of the plasma spray-coated alumina coatings was analyzed. For sealing, an epoxy resin was applied to the surface of the coated specimen using a brush. The coated specimen was subjected to a salt spray test for up to 48 hours and microstructural analysis revealed that corrosion in the coating layer/base material interface was suppressed due to the resin sealing. Measurement of the adhesive strength of the specimens subjected to the salt spray test indicated that the adhesive strength of the sealed specimens remained higher than that of the unsealed specimens. In conclusion, the resin sealing treatment for the plasma spray-coated alumina coatings is an effective method for suppressing corrosion in the coating layer/base material interface and maintaining high adhesive strength.

This paper studies the flow characteristics inside the low-temperature carbonization(LTF) including sealing chamber with labyrinth. The flow behavior inside the furnace was analyzed according to different labyrinth shapes. The effects of labyrinth baffle number, and clearance between upper and lower baffles in the sealing chamber were investigated. The large vortex and stagnation region are generated in the chamber when the gap between the baffle and baffle is small. As a result, the gas discharge flow rate can be increased by 29.4% when the flow space of labyrinth is made 75% of the baffle length.

PURPOSES: In order to evaluate a crack resistance at cold joint, sealing tape was adopted to apply at cold joint instead of typical tack coat material(RSC-4). The sealing tape was made by hot sealing material. The crack resistance as function of environmental and traffic loading was measured with visual observation. METHODS : In this study, the crack resistance was evaluated as function of environmental and traffic loading. The freeze-thaw method was adopted for environmental loading of asphalt pavement. condition. The damage of cold joint under freeze-thaw action is initiated by ice expansion load and accelerated by the interfacial damage between new and old asphalt pavement. The traffic loading was applied with wheel tracking machine on the cold joint area of the asphalt pavement for 3 hours at 25℃. The evaluation of crack resistance was measured with visual observation. The freeze-thaw results shows that the sealing tape was significantly increased the crack resistance based on. RESULTS : To estimate the crack resistance at cold joint area due to the environmental loading, the Freeze-thaw test was conducted by exposing the product to freezing temperature(approximately -18℃) for 24 hours, and then allowing it to thaw at 60℃ for 24 hours. The tack coat material(RSC-4) was debonded after 21 cycles of the Freeze-thaw test. The first crack was observed after 14 freeze-thaw cycle with RSC-4 material. But, the sealing tape was not debonded after 24 cycle test. Also, the sealing tape shows the better performance of the crack resistance under the traffic loading with wheel track test. The crack was generated the under traffic loading with RSC-4(tack coating), however, the crack was not shown with sealing tape. It indicates that the sealing tape has a strong resistance of tensile stress due to traffic loading. CONCLUSIONS: Based on limited laboratory test result, a performance of crack resistance using the sealing tape is better than that of general tack coat material(RSC-4). It means that the sealing tape is possible to extend a pavement service life because the crack, one of the main pavement distresses, will be delayed. Keywords Sealing Tape, Crack Resistance, Freeze-Thaw, Tensile Adhesion

국내 도로포장의 약 80%의 비중을 차지하는 아스팔트 포장은 신속한 교통개방 및 유지관리의 편의성 등의 장점이 있는 반면, 소성변형(permanent deformation rutting), 환경영향에 의한 균열(crack), 시공과정에서 발생되는 이음(joint)에 의한 이음부 균열(joint crack) 등의 단점도 많이 내재되어 있는 실정이다. 그동안 아스팔트 개질재 개발 및 골재 입도 개선 등을 통하여 소성변형 저감을 위한 연구는 지속적으로 이루어져 온 반면, 균열에 대한 연구는 상대적으로 미비한 것이 국내 실정이다. 최근 국내도로는 교통량의 증가와 주변 환경의 따라 도로의 포장공사가 증가하고 있는 추세이나, 아스팔트 포장의 확장공사, 절삭 덧씌우기 공법을 적용한 보수공법 시공시에는 굴착 복구 과정에서 기존 포장과 이어서 새롭게 포설 및 다짐한 포장사이에 시공조인트(cold joint)가 발생하게 된다. 이런 시공조인트는 이미 포장된 면과 새로 포장된 면과의 접착이 이루어지는 접합부로 단기간 내에 신구포장의 접착부실로 조기균열이 발생하여 강우시 균열부위에 빗물이 침투하게 되고, 차량의 하중에 의해 점진적으로 균열이 확대되어 라벨링, 박리 및 포트홀 발생으로 연결되게 되어 포장층의 내구성 및 수명 저하를 초래한다. 따라서 아스팔트 포장 시 발생되는 시공조인트의 완벽한 접착력 및 방수성과 차량의 하중 및 충격을 흡수하여 시공조인트 균열의 확대를 억제할 수 있는 예방적인 재료가 절실히 요구되고 있다. 예를 들어, 국내의 경우 아스팔트 포장의 종 방향의 시공 이음부 균열 문제를 근본적으로 해결하지 못하고 있는 실정이며, 아스콘 포장 후 1～2년 경과 후에 이음부에서 균열이 발생되며, 이러한 시공균열 발생저감을 위하여 국내 R사에서 새로 개발한 고무화 아스팔트계 자착식 시트를 사용하여 균열 저항성과, 저온 유연성에 대한 실험 및 평가를 하였다.

In order to use PUR/CuO Composites as the sealing materials for ships equipment, this research has been performed. PUR/CuO composites are produced by using ultrasonic waves. The increase of CuO leads to increase in the tensile strength and shore hardness. The cumulative wear volume shows a tendency to increase in proportional to sliding distance. As the CuO particles of these composites indicated, the friction coefficient was slightly increased. The major failure mechanisms were lapping layers, deformation of matrix, plowing, debonding of particles and microcracking by scanning electric microscopy photograph of the wear tested surface.

V-Coupling is commonly used as a mechanical fastener to connect the turbine housing and the bearing housing in a turbocharger assembly. The back plate between the turbine housing and bearing housing would be compressed by tightening torque of the coupling bolt in order to protect the gas leakage at a turbocharger’s operation. This paper presents the numerical and experimental method for the prediction of the mechanical behavior and sealing performance of the coupling system. The test was conducted to verify the finite element model by measuring the circumferential and axial direction strains of V-coupling under turbocharger’s assembly load. Finite element analysis was carried out to obtain the mechanical strains and contact pressures of the coupling. It can be seen that the analysis results are in good agreement with the measured strains from the coupling’s assembly load. And, the pressure distribution of the back plate also presented to identify the sealing performance of the turbocharger’s coupling system.

Cracking is an inevitable fact of asphalt concrete pavements and plays a major role in pavement deterioration. Pavement cracking is one of the main factors determining the frequency and method of repair. Cracks can be treated with a number of preventative maintenance actions, including overlay surface treatments such as slurry sealing, crack sealing, or crack filling. Pavement cracks can show up as one or all of the following types: transverse, longitudinal, fatigue, block, reflective, edge, and slippage. Crack sealing is a frequently used pavement maintenance treatment because it significantly extends the pavement service life. However, crack sealant often fails prematurely due to a loss of adhesion. Because current test methods are mostly empirical and only provide a qualitative measure of the bond strength, they cannot accurately predict the adhesive failure of the sealant. This study introduces a laboratory test aimed at assessing the bonding of hot-poured crack sealant to the walls of pavement cracks. A pneumatic adhesion tensile testing instrument (PATTI) was adopted to measure the bonding strength of the hot-poured crack sealant as a function of the curing time and temperature. Based on a limited number of test results, the hot-poured crack sealants have very different bonding performances. Therefore, this test method can be proposed as part of a newly developed performancebased standard specification for hot-poured crack sealants for use in the future. PURPOSES : The purpose of this study was to evaluate both the adhesion and failure performance of a crack sealant as a function of its curing time and curing temperature. METHODS: A pneumatic adhesion tensile testing instrument (PATTI) was adopted to measure the adhesion performance of a crack sealant as a function of the curing time and curing temperature. RESULTS: With changes in the curing time, curing temperature, and sealant type, the bond strengths were found to be significantly different. Also, higher bond strengths were measured at lower temperatures. Different sealant types produced completely different bond strengths and failure behaviors. CONCLUSIONS: The bonding strength of an evaluated crack sealant was shown to differ depending on various factors. Two sealant types, which were composed of different raw materials, were shown to perform differently. The newly proposed test offers the possibility of evaluating anddifferentiatingbetweendifferentcracksealants.Basedonalimitednumberoftestresults,this test method can be proposed as part of a newly developed performance-based standard specification for crack sealants or as part of a guideline for the selection of hot-poured crack sealant in the future.

We designed new compositions for lead free and low temperature sealing glass frit of ZnO-V2O5-P2O5 system, which can be used for PDP (Plasma Display Panel) or other electronic devices. The ZnO-V2O5-P2O5 system can be used as a sealing material at temperatures even lower than 430˚C. This system, however, showed lower bonding strength with glass substrate compared to commercialized Pb based sealing materials. So, we added TiO2 as a promoter for bonding strength. We examined the effect of TiO2 addition on sealing behaviors of ZnO-V2O5-P2O5 glasses with the data for flow button, wetting angle, temporary & permanent residual stress of glass substrate, EPMA analysis of interface between sealing materials and glass substrate, and bonding strength. As a result, sealing characteristics of ZnO-V2O5-P2O5 system glasses were improved with TiO2 addition, but showed a maximum value at 5 mol% TiO2 addition. The reason for improved bonding characteristics was considered to be the chemical interaction between glass substrate and sealing glass, and structural densification of sealing glass itself.

본 논문은 시멘트 콘크리트 포장 위에 덧씌우기한 아스팔트 콘크리트 포장에서 발생하는 반사균열 제어를 위해 줄눈 실링재를 사용한 포장에서의 반사균열을 평가하기 위하여 수행되었다. 사용된 시험방법은 전단반사균열 모사실험 방법으로 실내에서 덧씌우기 아스팔트의 반사균열 저항성 시험을 위해 개발된 시험기법이다. 실험을 통하여 줄눈 실링재는 반사균열 제어에 효과가 있는 것으로 나타났다. 실링재 E를 사용하였을 때 피로수명은 가장 크게 나타났으나 수평변형은 상대적으로 크게 나타났고, B의 경우 수평변형은 가장 적게 나타났고 동적 안정도도 가장 크게 나타났다. 일반적으로 실링재의 인장강도가 높은 것일수록 혼합물의 반사균열저항성이 더 좋았다.

본 논문은 시멘트 콘크리트 포장 위에 덧씌우기한 아스팔트 콘크리트 포장에서 발생하는 반사균열 제어를 위해 줄눈 실링재를 사용한 포장에서의 반사균열을 평가하기 위하여 수행되었다. 사용된 시험방법은 전단반사균열 모사실험 방법으로 실내에서 덧씌우기 아스팔트의 반사균열 저항성 시험을 위해 개발된 시험기법이다. 실험을 통하여 줄눈 실링재는 반사균열 제어에 효과가 있는 것으로 나타났다. 실링재 E를 사용하였을 때 피로수명은 가장 크게 나타났으나 수평변형은 상대적으로 크게 나타났고, B의 경우 수평변형은 가장 적게 나타났고 동적 안정도도 가장 크게 나타났다. 일반적으로 실링재의 인장강도가 높은 것일수록 혼합물의 반사균열저항성이 더 좋았다.

In many climatic conditions, there is UV ray, which is called ultraviolet rays, which has the greatest effect on sealing materials. Because UV has high energy, it changes the internal structure of polymer and causes quality deterioration. In addition, temperature, humidity, and rainfall, snowfall, and atmospheric pollutants are also factors to be avoided in maintaining the integrity of the sealant. In this study, we tried to obtain reproducibility by using a composite deterioration test device which can describe the environment of the outside air as a part of the research project to investigate the weather change in the prototype of the structural sealant. The outdoor exposure test result and the composite deterioration test device Correlation analysis. In the future, it will be possible to predict the changes in the physical properties of the structural sealant by applying the composite deterioration test equipment and outdoor exposure test data.

본 최근 건축물 외벽공사에 커튼월 공법의 사용이 증가하고 있다. 외벽 커튼월 공법은 공기단축 및 경제적 효용이 크다는 장점으로 인해 건물의 외벽으로도 널리 시공되고 있다. 그러나, 커튼월 공법의 프레임과 유리를 연결해 주는 구조용 실란트에 대한 내후성 및 구조물의 거동에 대한 열화를 대체한 시험은 KS F 4910 규격에는 부재한 실정으로 안정적인 커튼월 공법 도입과 품질향상을 위해서는 필요한 요소이다. 본 연구에서는 외기환경하에서 거동에 대한 탄성복원력시험을 실시하였다. 구조용 실란트를 대상으로 열에 대한 실링재의 열화를 평가하였다. 국내에서는 구조용 실란트의 가변형 변위거동에 대한 연구는 부족한 실정으로 본 연구에서는 외기 환경에 노출된 열화조건을 대체하여 실 험실 조건에서 재현한 결과를 확인하고, 설계에 반영하고자 한다. 본 연구 결과에 따르면, 기존의 구조용 실링재는 KS F 4910의 품질기준은 만 족하지만, 본 연구에서 실시한 조건에서는 시험체의 파단과 표면의 균열 등이 발생하는 것을 확인하였다. 특히, 내후성 시험에서는 시험체 모두 불용의 상태를 확인하여 향후, 커튼월 공법에 사용되는 구조용 실링재의 장기적인 내구성능 평가가 필요한 것으로 판단된다. 따라서, 기존의 구조용 실링재가 현장에 적용되기 위해서는 별도의 내구성능 평가를 실시가 요구된다.

This study proposes a multi-robot system, using multiple autonomous robots, to explore concrete structures and assist in their maintenance by sealing any cracks present in the structure. The proposed system employed a new self-localization method that is essential for autonomous robots, along with a visualization system to recognize the external environment and to detect and explore cracks efficiently. Moreover, more efficient crack search in an unknown environment became possible by arranging the robots into search areas divided depending on the surrounding situations. Operations with increased efficiency were also realized by overcoming the disadvantages of the infeasible logical behavioral model design with only six basic behavioral strategies based on distributed control-one of the methods to control swarm robots. Finally, this study investigated the efficiency of the proposed multi-robot system via basic sensor testing and simulation.

The ceiling finishes and concrete structure, rather than problems with the performance of the acrylic panel to crack and leak, and poor adhesion between the acrylic panels has occurred. This is a cause that is generated based on different designs and structures, such as construction and finishing materials mainframe sealing materials, construction, coordination of the three principles of design appeared to be urgently necessary.

According to the results of case studies on leakage in large scale aquarium structures, the causes have been identified as construction failure of sealant for joint of sealant design failure in acryilic panel and concrete substrate joints. However, as there currently are no standardized design or specifications for such principles, this study proposes a design formulation of a width and depth of sealant when applied to acrylic panels in large scale aquarium structures.

The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. So, the revision standard of test method is proposed. Therefor, will verify that in this study.

The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.