• 제목/요약/키워드: air-void

검색결과 263건 처리시간 0.026초

유전율 측정을 통한 아스팔트 콘크리트의 공극률 추정 연구 (Evaluation and Determination of Air Void for Asphalt Concrete using a dielectric constant measurement)

  • 김부일;김영민;조인선
    • 한국도로학회논문집
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    • 제11권1호
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    • pp.95-104
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    • 2009
  • 본 연구는 아스팔트 콘크리트의 유전율과 공극률의 상관성을 평가하기 위해 수행되었다. 이를 위해 다양한 범위 $(0%{\sim}20%)$의 공극률을 갖는 아스팔트 콘크리트 시편을 제작하였고, 저주파 유전율 측정법인 parallel plate법을 사용하여 아스팔트 콘크리트 시편의 유전율을 측정하였다. 아스팔트 콘크리트 시편의 경우 주파수가 증가함에 따라 유전율은 감소하는 경향을 나타내었고, 사용한 아스팔트 바인더의 종류에 따라 그 감소폭이 다르게 나타났다. 또한 공극률 $0%{\sim}20%$ 사이에서 공극률이 증가함에 따라 유전율 값은 선형적으로 감소하는 경향을 보였다. 더불어 아스팔트 콘크리트 시편의 유전율에 대한 온도 및 함수량 영향을 보정하여 유전율에 따른 공극률의 상관식을 제시하였다. 본 연구를 통해 제시된 아스팔트 콘크리트의 유전율과 공극률의 상관식은 현재 국내외에서 사용하고 있는 유전율을 활용한 비파괴 밀도 측정장비의 보정모델로 활용 가능하며, 향후 국내에서 개발하고자 하는 아스팔트 포장 비파괴 밀도 측정장비의 기본적인 알고리즘으로 활용이 가능할 것이다.

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협소 사각유로에서 대향류 2상유동의 기공률과 압력구배 (Void Fraction and Pressure Gradient of Countercurrent Two-Phase Flow in Narrow Rectangular Channels)

  • 김병주;정은수;손병후
    • 설비공학논문집
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    • 제13권4호
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    • pp.304-311
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    • 2001
  • An experimental study on the countercurrent two-phase flow in narrow rectangular channels has been performed. The void fraction and the pressure gradient were investigated using air and water in 760 mm long, 100 mm wide. vertical test sections with 2, 3 and 5 mm channel gaps. Tests were systematically performed with downward liquid superficial velocities and upward gas velocities covering 0 to 0.08 and 0 to 2.5 m/s ranges. respectively. the experimental results were compared with the previous correlations, which were mainly for round tubes, and the qualitative trends were found to be in good agreements. However the quantitative discrepancies were hardly neglected. as the superficial gas velocities increased, the void fraction increased and the pressure gradient decreased, where the effects of the liquid superficial velocities were infinitesimal. as the gap width of the rectangular channel increased the void fraction and the 2-phase frictional pressure gradient approached those values for the round tubes. Equi-periphery diameter, rather than the hydraulic diameter, seemed to be more effective in the analysis of two-phase flow behavior.

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침 전극 기울기에 따른 XLPE의 부분 방전 특성 (The Partial Discharge Characteristics of the XLPE According to the Tilt of the Needle Electrode)

  • 신종열;안병철;홍진웅
    • 한국전기전자재료학회논문지
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    • 제28권1호
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    • pp.28-33
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    • 2015
  • The needle electrode is inserted into the cross-linked polyethylene(XLPE) which is the ultra high voltage cable for electric power. By changing the tilt of the needle electrode, we investigated how the void and the thickness of the insulating layer influence the partial discharge(PD) characteristics and the insulating breakdown. In order to investigate the PD characteristics, The XLPE cable was used to the specimens and the tungsten electrode was used with the needle electrode. And the inner semi-conductive layer material of XLPE cable was used with the negative electrode by bonding with the use of conduction tape. The size of the specimens was manufactured to be $16{\times}40{\times}30[mm^3]$. We confirmed the effect on changing the PD characteristics according to the changing voltage and the tilt of the electrode after applying the voltage on the electrode from 1[kV] to 40[kV] at room temperature. In the PD characteristics, it was confirmed that the PD current of air void specimens with tilt was unstable more than that of no void specimens with tilt. It was also confirmed that the breakdown voltage was decreased because the effect of air void is more active than the change of the needle electrode tilt in the specimen with air void inside the insulation.

증기양생 콘크리트 표면상태에 대한 박리제의 영향 사례연구 (A Case Study for Influence of Form-oil on Surface Condition of Steam-cured Concrete)

  • 한상훈;윤주용;홍기남;최재완;임준우
    • 한국안전학회지
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    • 제28권1호
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    • pp.52-56
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    • 2013
  • The purpose of this study is to evaluate the influence of form-oil on steam-cured concrete surface condition. Based, viscosity(high, medium, low) and flash point($26^{\circ}C$, $70^{\circ}C$) of form oil were considered as test variables. The digital image process method was applied for the extraction of air-void area from concrete surface. Test result showed that oil-based form oil reduced air-void by approximately 46% compared to water-based form oil, and the higher the viscosity was, the smaller air-void rate was. In addition, it was conformed that flash point of form oil had a considerable influence on the surface condition of steam-cured concrete.

확률적 최적화를 활용한 연속적인 공극비 기울기를 갖는 시멘트 풀 가상 시편 제작 및 투기율 분석 (Evaluation of Air Permeability of Virtual Cement Paste Specimen with Linear Void Ratio Gradient Constructed using Stochastic Optimization)

  • 김세윤;한동석
    • 한국전산구조공학회논문집
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    • 제29권5호
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    • pp.463-469
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    • 2016
  • 본 논문에서는 저차원 확률 함수를 사용하여 연속적인 선형 공극비 기울기를 갖는 기능경사재료 형태의 가상 시편을 제작하였다. 실제 물 시멘트 비가 다른 두 종류 시멘트 풀 시편의 X-선 CT 단면 이미지를 통해 3차원 공극 분포 모델을 제작하여 이를 기반으로 가상 시편을 제작하였다. 가상 시편이 두 실제 시편 사이에 위치하도록 공극 분포 특성을 저차원 확률 함수와 공극비 기울기로 구성하였다. 공극 분포의 기울기는 연속적인 형태의 수직 방향의 선형 공극비 기울기로 구현하며, 이를 위해 확률적 최적화의 목적 함수로 저차원 확률 함수와 공극비 기울기에 관한 함수를 사용하였다. 가상 시편 내 공극 분포 특성 확인을 위해 본 연구에서는 투기율 분석을 유한요소해석을 통해 수행하였다. 공극 분포 특성과 투기율 해석 결과를 비교하여 가상 시편이 갖는 공극 분포 특성이 투기율에 미치는 영향을 확인하고, 투기율의 실제 실험 결과와 해석 결과의 비교를 통해 해석 결과의 타당성을 입증하였다.

Experimental Study of Check Valves in Pumping Systems with Air Entrainment

  • Lee, Thong-See;Low, Hong-Tong;Nguyen, Dinh-Tam;Rong, Wei;Neo, Avan
    • International Journal of Fluid Machinery and Systems
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    • 제1권1호
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    • pp.140-147
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    • 2008
  • An experiment setup was introduced to study dynamic behaviour of different types of check valves and the effects of air entrainment on the check valve performance under pressure transient condition. The experiment results show that the check valves with low inertia, assisted by springs or small traveling distance/angle gave better performance under pressure transient condition than check valves without these features. Air entrainment was found to affect both wave speed and reverse velocity. With the increase of the initial air void fraction in pipeline, the experiment results show that the wave speed was reduced, the reverse velocity was increased. The first peak pressure increased initially and then decreased with the increase of the initial air void fraction, the pressure surge periods were increased proportionally with air void fraction due to the greatly reduced wave speed. The study can be applied to help choosing suitable check valves for a particular pumping system.

이미지 분석에 의한 콘크리트의 공극 분포 및 공기량 분석 (Air Contents & Size Distribution of Air Voids in Concrete Using Image Analysis)

  • 권혁찬;정원경;윤경구
    • 산업기술연구
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    • 제24권A호
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    • pp.157-164
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    • 2004
  • Air voids in hardened concrete have an important influence on concrete durability such as resistance of freezing and thawing, permeability and surface scaling resistance. Linear traverse method and point count method in ASTM standard method have been widely used to estimate the air void system in hardened concrete. However, these methods are not used at present time, because they are is exhausted much time and effort. In previous study, air voids system of concrete was estimated by spacing factor. The purpose of this study organizes image analysis method by analyzing air contents, air voids distributions by diameters, air voids system as well as spacing factors after hardened concrete. The experimental variables institute of depth of specimen(top, middle, bottom), air contents(AE contents 0, 0.01, 0.03%).

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비파괴 밀도시험을 통한 아스팔트 콘크리트의 공극률 추정 연구 (Estimation of Air Voids of Asphalt Concrete Using Non-destructive Density Testing)

  • 나일호;이성진;윤지현;김광우
    • 한국농공학회논문집
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    • 제60권6호
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    • pp.111-119
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    • 2018
  • The air-void is known to be one of the influencing factors for estimating long-term performance of asphalt concrete. Most of all, confirming air void or density of pavement layer is important for quality control of field compaction level of asphalt concrete pavement. In this study, a non-nuclear type non-destructive density gage (NDDG) was used to estimate compacted air-voids of asphalt pavement as a non-destructive test method. Asphalt concrete slab specimens were prepared using 6 types of asphalt mixes in laboratory (lab) for lab NDDG test. Four different base structure materials were used to find out if there were any differences due to the type of base structure materials. The actual air-voids and NDDG air-voids were measured from 6 asphalt concrete slabs. Four sections of field asphalt pavements were tested using the NDDG, and actual air voids were also measured from field cores taken from the site where the NDDG air-void was measured. From lab and field experimental tests, it was found that the air-voids obtained by NDDG were not the same as the actual air-voids measured from the asphalt concrete specimen. However, it was possible to estimate air voids based on the relationship obtained from regression analysis between actual and NDDG air voids. The predicted air-voids based on the NDDG air-voids obtained from 50mm depth were found to be reliable levels with $R^2{\fallingdotseq}0.9$. Therefore, it was concluded that the air-voids obtained from NDDG could be used to estimate actual air-voids in the field asphalt pavement with a relatively high coefficient of determination.

L형측구 콘크리트 구조물의 표면박리파손 원인분석에 관한 연구 (A Study on the Analysis of Scaling Failure Cause in L-Shoulder Concrete Structure)

  • 전성일;남정희;안상혁;안지환
    • 한국도로학회논문집
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    • 제16권6호
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    • pp.27-37
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    • 2014
  • PURPOSES : The purpose of this study is to verify the causes of surface scaling at L-shoulder concrete structure. METHODS : From the literature reviews, mechanisms of frost damage were studied and material properties including strength, air void, spacing factor and scaling resistance of L-shoulder concrete structure were analyzed using core specimens taken by real fields. RESULTS : The spacing factor of air void has relatively high correlation of surface conditions : lower spacing factor at good surfacing condition and vice versa. If the compressive strength is high, even thought spacing factor does not reach the threshold value of reasonable durability, the surface scaling resistance shows higher value. Based on these test results, the compressive strength also provide positive effect on the surface scaling resistance. CONCLUSIONS : The main causes of surface scaling of L-shoulder could be summarized as unsuitable aid void amount and poor quality of air void structure. Secondly, although the compressive strength is not the governing factor of durability, but it shows the positive effect on the surface scaling resistance.

화상분석법을 이용한 라텍스개질 콘크리트의 공극 구조와 투수성의 상관성 분석 (Estimation of Air Void System and Permeability of Latex-Modified Concretes by Image Analysis Method)

  • 정원경;윤경구;홍승호
    • 콘크리트학회논문집
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    • 제17권5호
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    • pp.695-702
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    • 2005
  • 라텍스개질 콘크리트는 라텍스의 첨가로 인하여 콘크리트의 내구성을 개선하는 것으로 알려져 있으며, 투수저항성이 크게 향상되는 것으로 연구되었다. 본 연구에서는 SBR 라텍스 혼입에 따른 콘크리트 내부 공극 구조의 변화를 연구하고자 화상분석법을 이용하여 라텍스개질 콘크리트의 W/C비, 라텍스 함량, 시멘트 종류에 변화를 주어 간격계수, 경화 후 공기량, 공극 직경에 따른 공극 분포 및 공극 구조 상태 분석 등을 파악하였다. 또한, 라텍스 첨가에 따른 내부 공극 구조 특성과 투수저항성과의 상관성을 비교하였다. 라텍스개질 콘크리트는 내부 공극 분석 결과, 동일 물-시멘트비 조건에서 AE감수제를 사용한 OPC에 비해 더 우수한 연행공극 효과가 있는 것으로 분석되었다. 초속경시멘트는 $100{\mu}m$ 미만의 연행공극의 수가 4배 이상 증가하였다. 조강 시멘트는 SBR 라텍스로 인하여 $50{\sim}500{\mu}m$ 범위의 미세 연행 공기량이 약 7배 이상 증가되는 현상을 나타내었다. 그러나 투수성에 있어서는 낮은 간격계수에도 불구하고 높은 투수저항 특성을 나타내었다. 내구성에 있어서 라텍스개질 콘크리트에서는 공극 구조의 영향보다는 라텍스 폴리머 필름에 의한 영향이 더 큰 것으로 판단되었다.