• Elastomers and Composites
• /
• 제44권1호
• /
• pp.63-68
• /
• 2009

여름철 아스팔트의 표면 온도 상승으로 인한 도로의 소성변형과 겨울철 온도 강하로 인한 도로균열이 도로안전운전을 위협하는 문제로 등장하면서 아스팔트 물성향상을 위한 아스팔트개질의 필요성이 대두되고 있다. 본 연구에서는 소성변형 저항성을 증가시키기 위해 소성변형의 직접적인 원인인 햇빛을 이용하기 위해, 고분자중합에 사용되는 광개시제를 사용하여 개질아스팔트를 제조하였다. 인장시험기와 레오미터를 이용하여 기계적 물성과 유변적 물성을 실험한 결과 개질아스팔트는 자외선에 의한 분자간 결합으로 인해 인장강도와 저장탄성률이 크게 증가하였다. 열분석에서는 온도에 따른 잔류 무게 분율이 증가하는 거동을 보여 분자간 결합이 가교반응의 결과임을 나타내었다. 장시간 자외선조사 시험에서는 조사시간이 길어짐에 따라 그 물성이 증가되거나 유지되는 거동을 보임으로써 사용수명이 연장될 수 있는 효과를 나타내었다.

• Elastomers and Composites
• /
• 제49권2호
• /
• pp.134-143
• /
• 2014

자가치유형 아스팔트를 구현하기 위하여 분자간결합력이 큰 고분자를 아스팔트에 투입시켰다. 사용된 고분자는 셜린, 나일론 및 폴리에스터이다. 이 고분자들은 가공온도가 $200^{\circ}C$를 넘어 고체상태로는 투입이 어려워 용액상태로 첨가하였다. 고분자가 첨가된 아스팔트들은 우수한 개질효과와 치유효과를 나타내었다. 인장강도에서 고분자개질아스팔트들은 고분자가 5% 투입되었으나 강도는 18%이상 증가하였다. 고분자와 아스팔트분자 간에 상호작용이 있는 것으로 보인다. 특히 셜린과의 분자간결합력이 가장 큰 것으로 보인다. 셜린은 아스팔트와 수소결합 및 아스팔트내에 존재하는 금속들과 이온결합을 할 것이다. 치유성에 있어서는 인장강도 면에서 셜린이 가장 높은 138%의 치유능을 나타내었으며 복합모듈러스 면에서는 폴리에스터가 141%의 치유능을, 충격강도 면에서는 나일론이 131%의 치유능을 보였다. 이는 치유능 해석에서 고분자의 분자간결합력도 중요 사항이지만 고분자와 아스팔트간의 상호작용 또한 중요한 고려 사항이 되어야함을 의미한다.

• 한국농공학회논문집
• /
• 제61권3호
• /
• pp.31-41
• /
• 2019

More than 90% of roadway in the world are paved as asphalt concrete pavement due to its excellent properties compared with other paving materials; excellent riding quality, flexibility, anti-icing property and easy maintenance-ability. In this study, to make best use of the softer property of the asphalt mixture, the flexible sand asphalt mixture (FSAM) was developed for pedestrian ways. The mix design was conducted to prepare FSAM using PG64-22 asphalt, screenings (sand) less than 5mm, crumb rubber, hydrated lime and limestone powder without coarse aggregate. The deformation strength ($S_D$), indirect tensile strength (ITS) and tensile strength ratio (TSR) tests were conducted to make sure durability of FSAM performance. The impact energy absorption and flexibility were measured by drop-boll test and the resilient modulus ($M_R$) test. The impact energy absorption of FSAM was compared with normal asphalt pavement, concrete pavement, stone and concrete block for pedestrian way. As a result of drop-boll test, FSAM showed higher impact energy absorption compared with other paving materials with the range of 18% to 43%. Impact energy absorption of FSAM increased with increasing test temperature from 5 to $40^{\circ}C$. The results of $M_R$ test at $5^{\circ}C$ showed that the flexibility of FSPA was increased further, because the $M_R$ value of the sand asphalt was measured to be 38% lower than normal dense-graded asphalt mixture (WC-1). Therefore, it was concluded that the FSAM could provide a high impact absorbing characteristics, which would improve walking quality of the pedestrian ways.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2001년도 추계학술대회 논문집
• /
• pp.459-466
• /
• 2001

As the Public use part of the railway and the road, the railway crossing is important to work properly by two transportation means. Also, It is important to provide the good face of friction on the railway crossing in aspect of protecting the railway crossing accident. Lately, the material of railway crossing panel is the wood, the asphalt, and the steel. As they have a various fault, it was studied to analyze the structural action of the new material, rubber panel. This paper analyzed eigenvalue, stress and displacement by truck passing weight, thermal stress and train moving weight, using the FEM model.

• Elastomers and Composites
• /
• 제39권1호
• /
• pp.61-70
• /
• 2004

본 연구는 폐식용유를 이용하여 아스팔트계 봉함재(sealant)를 제조하는 것이다. 아스팔트계 봉함재는 포장도로의 균열 봉함재 및 교량 조인트용 봉함재로 사용되는 재료이다. 아스팔트(AP-5), 열가소성 고무(SBS triblock copolymer), 점착제(tackifier) 및 안정제를 기본 성분으로 하여 연화제로 방향족계 또는 파라핀계 공정유, DOP(dioctyl phthalate), 벙커 C유 또는 폐식용유와 혼합하여 침입도, 연화점, 신도 및 인장 접착 신율(상온 및 저온)을 측정하였다. 연화제의 종류 및 함량에 따라 봉함재의 물성이 크게 변화하였다. 폐식용유 또는 DOP를 사용한 경우가 저온 인장 접착 특성이 가장 우수하였다. 폐식용유 함량이 증가함에 따라 아스팔트 봉함재의 침입도는 및 인장 접착 신율은 증가하였고 증량제로 탈크를 첨가할 경우 함량에 비례하여 침입도 및 저온 인장 신율은 감소하였다. 배합비를 최적화하여 침입도가 낮으면서도 저온 인장 접착성이 우수한 아스팔트 봉함재를 제조할 수 있었다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2012년도 추계 학술논문 발표대회
• /
• pp.261-262
• /
• 2012

The field application through the quality control of self adhesive rubberized asphalt waterproofing sheet was regulated by KS F 4934 of Korea Standard in 2003. However, regulations that different material properties of self-Adhesive waterproofing sheets are difficult on the standard. Therefore, this research was performed for of quality control all affiliations of self-adhesive waterproofing sheet through basic properties test and proposed quality standard revised bill in KS F 4934.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
• /
• pp.223-226
• /
• 2005

In this study on the appliable Asphalt sheet of monolithic and inorganic matter waterproofing ,Fing material using of field because of problem of complex waterproofing sheet. Before this cement polymer modified waterproof coating and appliable asphalt sheet of monolithic whether have stability by method of construction about all style waterproofing that evaluate to new method of construction development naturally big emphasis put and try to approach. Did performance test item first at, as a result, drew by suitable thing in all KS items. This is considered to have more effective spot construction work because if means that have stability by material as well as method of construction.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
• /
• pp.303-304
• /
• 2013

The field application through the quality control of self adhesive rubberized asphalt waterproofing sheet was regulated by KS F 4934 of Korea Standard in 2003. However, the regulations that the different material properties of self-Adhesive waterproofing sheets are difficult to quality control on the standard. Therefore, this research was performed for of quality control all affiliations of self-adhesive waterproofing sheet through basic properties test and proposed quality standard revised bill in KS F 4934.

• Elastomers and Composites
• /
• 제56권2호
• /
• pp.85-91
• /
• 2021

In this study, different types and shapes of various particles produced on the asphalt pavement road were analyzed. Road dust at a bus stop was collected and was separated as per their sizes by using a sieve shaker. Tire-road wear particles (TRWPs), asphalt pavement wear particles (APWPs), mineral particles, plant-related particles, glass beads, glass particles, road paint wear particles, plastic particles, and fibers were observed herein. The types and shapes of the particles varied depending on their sizes. TRWPs larger than 500 ㎛ were not observed. TRWPs with a size of 212-500 ㎛ were rarely present, but many TRWPs with a size smaller than 212 ㎛ were observed. APWPs were observed for whole-particle sizes of below 1,000 ㎛. A variety of particles on the road would lead to lower friction between the tires and the road, thereby increasing the braking distance of vehicles. Most of the particles include mineral particles, glass particles, and APWPs with rough surfaces. Therefore, the abrasion of the tire tread would accelerate owing to friction with the tough particles.

• 한국도로학회:학술대회논문집
• /
• 한국도로학회 2004년도 학술발표회 논문집
• /
• pp.103-110
• /
• 2004