• 한국건축시공학회지
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• 제24권1호
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• pp.35-42
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• 2024

본 연구에서는 도로 보수재로서 메틸 메타크릴레이트(MMA)의 활용 적합성을 평가하였다. A type과 B type의 2가지 MMA를 콘크리트에 적용하여 건조시간, 인장 접착 강도, 내알칼리 시험을 진행하였다. 항온항습(R), 수중(W), 수중+염화이온(N)의 3가지 조건으로 양생하여 모체의 표면 상태를 설정하였다. 시험 결과, B type MMA가 A type 보다 빠른 건조시간과 우수한 내알칼리성을 나타냈다. 인장 접착 강도는 A type이 더 높게 나타났지만, 콘크리트 모체와 함께 탈락되었다. 본 연구 범위에서는 B type이 도로 보수재로 사용하기 적합하다고 판단된다. 그러나 내구성을 고려하여 아스팔트 모체에서의 추가 실험을 진행할 필요가 있다.

• 한국정밀공학회지
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• 제12권6호
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• pp.137-144
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• 1995

The purpose of this study is to obtain a foundation data for chassis design and road noise reduction of automobiles. Using the combination of the automobile, radial tires and instrumentation equipment, experimental investigation was carried out to examine the characteris- tics of the structural vibration of tire as the key to obtaining the effective parameters for reducing road noise. From the results of this studies it has been confirmed that the specific ranges of natural frequency of tire exciting the suspension and chassis system. And the tire, axle and chassis natural frequency of automobile govern the road noise. Results show that material properties of tire and experimental condition are major parameter for shifting of tire natural frequency. These results would be utilized as basic materials for the design of chassis design with papametric study, which enables a designer of an automobile to foresee the influence of the various design factors or operating conditions.

• 수산해양기술연구
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• 제44권4호
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• pp.362-369
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• 2008

The snow melting system by electric heating wires which is adopted in this research is a part of road facilities to keep surface temperature of the road higher than freezing point of water for melting the snow accumulated on it. The electric heating wires are buried under paved road at a certain depth and operated automatically and manually. Design theory, amount of heating, and installation standard vary according to economic situation, weather condition, installation place and each country applying the system. A main purpose of this study is figuring out the appropriate range of required heat capacity and installation depth and pitch for solving snowdrifts and freezing problems with minimum electric power consumption. This study was performed under the ambient air temperature($-2^{\circ}C$, $-5^{\circ}C$), the pitches of the electric heating wires(200 mm, 300 mm), heating value($250\;W/m^2$, $300\;W/m^2$, $350\;W/m^2$).

• Journal of Biosystems Engineering
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• 제30권6호통권113호
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• pp.327-332
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• 2005

In this study, the electronic power steering control system was developed and it was carried out to investigate experimentally the effect of the steering force for the on-road and off-road. The electronic power steering control system was engineered new trend system of power steering control system for tractor. It was composed of the electronic controller, detector, motor and mechanism mounted on tractor chassis. It was tested at the field in condition of tractor traveling speed 0 km/h, 3 km/h, 8 km/h, 11 km/h, 15 km/h, 18 km/h, 22 km/h, 25 km/h for measuring a maximum steering force. As a speed of tractor increased, a steering force decreased regardless of on-road or off-road. In addition, it is sufficiently a possibility of application of the steering system of tractor.

• 대한토목학회논문집
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• 제30권5D호
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• pp.443-451
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• 2010

본 연구는 실시간 차량정보를 이용한 안전권고속도의 산정방안에 대한 연구이다. 여기서 실시간 차량정보는 모든 차량에 ECU 수집장치를 탑재하고 끊김없는 무선 통신이 이루어짐에 따라 운전자에게 제공할 수 있는 유용한 정보이다. 이러한 실시간 차량정보를 기반으로, 도로노면정보가 실시간으로 센싱될 경우에 유용한 안전권고속도 모형을 개발하였다. 여기서, 안전권고속도는 "A단일 구간에 대한 시간적 흐름에 따른 교통환경 및 도로노면상태 변화에 따른 안전 속도"로 정의하였고, 차량간의 안전거리, 통계적 차량속도, 노면상태 정보를 기반으로 그 값을 산정하도록 모형을 개발하였다. 이후, 미시적 시뮬레이터인 VISSIM을 기반으로 교통상황(원활, 정체), 유고상황(미발생, 발생), 노면상태(건조, 습윤, 적설)에 따른 권고속도의 관계를 살펴보았다. 12가지의 시뮬레이션 시나리오의 결과로 3가지 변수와 권고속도는 유의한 관계성과 그 추세를 확인할 수 있었다. 본 안전권고속도 모형에서는 안전권고속도가 평균속도보다 높게 유지하도록 하나 유고의 발생, 노면상태의 변화에 따라 실시간으로 안전속도를 변화하도록 제시하고 있다. 이러한 연구는 향후 스마트하이웨이와 같은 도로에서 운전자들이 제공받을 수 있는 도로교통과 IT가 융합된 중요한 서비스로 기대되는 바이다.

• 한국도로학회논문집
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• 제14권4호
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• pp.1-8
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• 2012

PURPOSES : Skid resistance on pavements plays an important role in reducing the risk of vehicle skidding on wet surface particularly. Almost 9.3 percent of traffic accidents were occurred under rainy condition and these are over-represented in terms of the severity of the crashes. Recently, unusual weather conditions referred widely as the intensified rainfalls justify the need of a systematic management of skid resistance. In this context, the study carried out the observational study on the skid resistance characteristics of different types of pavement with the time passage. METHODS : This study measured the skid resistance with Pavement Friction Tester at three times within five years. The skid resistance measurement has followed the method suggested by ASTM. RESULTS : As the main results under the scope of this study, skid resistance of asphalt concrete has not nearly reduced with time. On the contrary, skid resistance of cement concrete has been rapidly reduced with time though the highest resistance was gained at the early observation. Porous asphalt concrete shows a steady decrease of skid resistance with time, anyway, the reduction rate according to the increase of measurement speeds is relatively lower than the others. CONCLUSIONS : Based on our study, skid resistance of the pavement should be regarded as one of the pavement management system, so periodic measurement should be made to assure road safety as a whole.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2256-2261
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• 2008

The electric snow melting and deicing system by electric heating cable which is adopted in this study is a part of road facilities to keep surface temperature of the road higher than freezing point of water for melting the snow or ice accumulated on it. The electric heating cables are buried under paved road at a certain depth and a certain pitch and operated automatically and manually. Design theory, amount of heating, and installation standard vary according to economic situation, weather condition, and installation place. A main purpose of this study is figuring out the appropriate range of required heat capacity and installation depth and pitches for solving snowdrifts and freezing problems with minimum electric power consumption. This study was performed under the ambient air temperature($-2^{\circ}C$, $-5^{\circ}C$), the pitches of the electric heating cables (200 mm, 300 mm), heating value ($250\;W/m^2$, $300\;W/m^2$, $350\;W/m^2$).

• 한국지반신소재학회논문집
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• 제17권1호
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• pp.45-54
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• 2018

본 연구에서는 최근 도심지에서 발생하고 있는 지반함몰에 대하여 도로의 붕괴 가능성을 높이는 지하공동 영향인자에 대한 수치해석적 분석을 수행하였다. 지하공동으로 인한 지반함몰 영향 인자는 서울시에서 제안한 공동관리 등급제를 참고하여 아스팔트 포장층의 두께, 토피고, 공동 폭을 고려하였고, 본 연구에서 추가로 공동의 높이를 선정하였다. 이들 영향 인자들을 다양한 범위 내에서 변화시킨 조건에서 지하공동이 있는 아스팔트 포장층 상단에 집중하중과 등분포하중을 각각 변위제어하여 도로 파괴하중을 분석하였다. 분석된 파괴하중을 토대로 서울형 공동관리 등급제에 대한 적용성을 평가하였다. 해석 결과 공동의 높이가 파괴에 미치는 영향은 크지 않았으며 이외의 다른 인자에 따라 복합적으로 파괴하중이 결정되었다. 또한 파괴하중을 기준으로 한 공동분류 방법은 공동 조건을 기준으로 한 분류 방법보다 더 세밀한 분류가 가능하며 파괴 시 물리적인 현상을 반영할 수 있어 더 합리적인 방법이다.

• 한국도로학회논문집
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• 제15권4호
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• pp.31-42
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• 2013

PURPOSES : The purpose of this study is to eliminate the noise of the vehicle after measuring the friction noise obtained from the NCPX (Noble Close ProXimity) method. The pure friction noise between the tire and road pavement could be determined from filtering the compositeness of sound and the influence of the vehicle noise. METHODS: The noise magnitude could be determined by analyzing the sound pressure level (SPL) and sound power level (PWL) along with the noise frequency of a FFT (Fast Fourier Transform) analysis as well as CPB (Constant Percentage Bandwidth) analysis. RESULTS: When the test for measuring the friction noise originated somewhere between tire and road pavement is performed with NCPX method, it must be fulfilled by attaching the surface microphone near the tire. In this condition, the surface microphone can measure the friction noise occurred at between tire and pavement, the chassis noise from the engine and power transfer units, the fluctuating aerodynamic noise, and the turbulence noise directly affected to the surface microphone. By using the NCPX method, the noise occurred at the vehicle must be eliminated for measuring the friction noise between tire and pavement from the traffic noise. CONCLUSIONS: The vehicle's testing engine noise depends on the vehicle and road types. The effect of vehicle's engine noise is less than the friction noise occurred at between tire and pavement at less than 1% effect.

• 한국구조물진단유지관리공학회지
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• 제17권2호
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• pp.4-9
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• 2013