• Title/Summary/Keyword: ISO 도로표면

Search Result 4, Processing Time 0.017 seconds

저소음 도로 표면 개발의 필요성

  • 박철희
    • Journal of KSNVE
    • /
    • v.5 no.2
    • /
    • pp.147-152
    • /
    • 1995
  • 본 글에서는 현재 유럽과 우리나라와 유사한 도로사정을 가진 일본, 홍콩 에서 행해지고 있는 타이어/도로 소음에 관한 연구 실태와 그 자료를 소개함으로써 자동차 자체의 소음뿐 아니라 환경 소음 관절에서 간과할 수 없는, 타이어/도로 소음에도 관심을 가져야 할 이유를 제시하였다. 본문에서 살펴본 각 국의 노력과는 별도로 유럽 공동체(EC)는 1991년에 타이어/도로 접촉에 의해 발생하는 소음을 제한 할 수 있는 기준이 1995년 10월 이전에 결정될 수 있다고 발표하고 있으며, 이에 따라 도로 표면과 자동차의 종류에 따른 소음 측정 방법에 대한 표준을 연구하기 위하여 ISO내에 ISO/TC 43/SC 1/WG 33라는 그룹이 1991년 설립되었다. 이와 같이 유럽에선 과거부터 행해온 실제도로 표면에 대한 연구뿐만 아니라 미래를 내다본 제도적인 측면에 까지 관심을 가지고 있음을 알 수 있다. 지금까지 언급한 바와 같이 다공성 도로 표면에 따른 초기 소음 감소량이 5dB(A) 이상이고 도로 수명이 다함에 따라 그 감소량은 0dB(A)가 된다. 그러나, 이 소음 감소량은 저소음 도로 표면에 대한 연구 동기를 제공하기에 충분한 가치가 있다고 생각된다. 이제 국내에서도 자동차 자체의 소음의 제어나 차음벽의 설치뿐 아니라 조소음 도로 표면에 대한 연구 가 병행되어야 할 것이다.

  • PDF

Pass by Noise Test Site Variability

  • Kim Byoung Sam
    • Transactions of the Korean Society of Machine Tool Engineers
    • /
    • v.14 no.3
    • /
    • pp.116-121
    • /
    • 2005
  • The objective of this paper is to compare the site-to-site variability of ISO 10844 pass by the noise test sites. In order to investigate the site-to-site variance of test surfaces, European commercial tires are tested at seven different test sites. Three Korea test sites and four Europe test sites are selected. The pass by noise test is done according to a 2001/43/EC regulation. Although the ISO surface has a very specific track composition, it does not reduce the variation of pass by noise measurements over the surface of test sites. This paper shows that the test results of pass by noise level are different depending on the test sites. The correlation obtained in this work is able to predict the pass by noise level for certain test site using the data measured from another test site. The prediction value is range with an error within 1dB(A).

Evaluation of Dust Removal Efficiency on Roadway Structures Using Ultrafine Bubble Water Jet (초미세기포 water jet을 이용한 도로 시설물 분진 제거 효율 평가)

  • Kim, Hyun-Jin;Park, Il-gun
    • Clean Technology
    • /
    • v.27 no.1
    • /
    • pp.39-46
    • /
    • 2021
  • A road structure washing vehicle equipped with a 4 HP, 80 LPM ultrafine bubble generator was used to clean a tunnel wall and the surface of the surrounding structure, consisting of concrete and tiles, in a heavy traffic area around an apartment complex in the city. Ultrafine bubbles were generated by supplying air at 2 to 3 LPM and using a specially designed nozzle, whereas fine bubbles made by an impeller in a gas-liquid mixing self-priming pump were produced with an average diameter of 165.4 nm and 6.81 × 107 particles mL-1. Using a high pressure washer gun that can perform high-pressure cleaning at 150 bar and 30 LPM, ultrafine bubbles were used to wash dust adsorbed on the surface of the road structures. The experimental analysis was divided into before and after washing. The samples were analyzed by applying ISO 8502-3 to measure surface contamination of dust adsorbed on the surface. Using the transparent tape attached to the surface, the removal rate was calculated by measuring the weight of the dust, and the number of particles was calculated using the gravimetric method and the software, ImageJ. The results of the experiment showed that the number of dust particles adsorbed on the tile wall surface before and after washing were 3,063 ± 218 particles mL-1 and 20 ± 5 particles mL-1, respectively, with weights of 580 ± 82 mg and 13 ± 4 mg. Particles on the surface of the concrete structure before and after washing were 8,105 ± 1,738 particles mL-1 and 39 ± 6 particles mL-1, respectively, with weights of 1,448 ± 190 mg and 118 ± 32 mg.

Evaluation on Riding comfort of A Passenger with Various Surface Textures of Concrete Pavement in Tunnels (터널 내 콘크리트포장 표면처리공법 별 탑승자의 주행쾌적성 평가)

  • Lee, Kyungbae;Lee, Jaehoon;Sohn, Duecksu;Kwon, Soonmin
    • International Journal of Highway Engineering
    • /
    • v.16 no.5
    • /
    • pp.155-164
    • /
    • 2014
  • PURPOSES : The purpose of this article is to compare and evaluate the riding comfort of a passenger in tunnels depending on different surface textures of concrete pavement. METHODS : Evaluation of riding comfort is conducted at 17 sections, which have different surface texture such as transverse tinned(TT), longitudinal tinned(LT) and diamond grinded(DG). A triaxial accelerometer was set up on the passenger seat surface of the test vehicle to measure vibrations of an occupant, then the effects of vibration on comfort and health were evaluated by ISO 2631. And microphones were installed at passenger's ears height to measure sound pressure level(SPL) in the test vehicle. Additionally, a surface microphone was installed on the inside of wheel arch to evaluate noise between tire and pavement by NCPX method. All tests were conducted cruising at 100km/h. RESULTS : The results of all tests are as follows. First, both vibration magnitudes for comfort and for health in LT and DG sections are almost same and they represent lower than those in TT sections. Second, the average SPL of DG shows the lowest decibels among them. And third, it is founded that interior noise is significantly affected by noise between tire and pavement. CONCLUSIONS : It may be concluded that DG can provide more excellent riding comfort to passenger than LT or TT. Therefore, it is necessary to consider applying DG to existing pavement surface to improve surface condition when the driving environment especially requires riding comfort like a long tunnel.