• Title/Summary/Keyword: 환산중량

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Development of a Load Measurement System for Vehicles using Tire Pressure System Technology (타이어 공기압 시스템 기술을 사용한 차량의 적재중량 측정 시스템 개발)

  • Park, Jae-Hyun;Lee, Seung-Ho
    • Journal of IKEEE
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    • v.24 no.1
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    • pp.33-39
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    • 2020
  • In this paper, we propose the design technique of the vehicle's load weight measuring system using tire pressure, which is one of the physical elements of tires. The proposed technique consists of four processes: noise correction by load and vibration, gas flow correction, data mixer and weight conversion. Noise correction by load and vibration eliminates noise that increases the tire's internal pressure due to external shocks and vibrations produced by the vehicle while it is in motion. In the gas flow correction process, the noise of the internal pressure of the tire is increased due to the temperature rise of the ground with respect to the data obtained through the noise correction process due to the load and vibration. In the data mixer process, the load and pressure on the tolerances the empty, median and the full load are classified according to the change in pressure of the tire that is delivered perpendicular to the tire in the event of cargo. In the weight conversion process, weight is expressed by weight through weight conversion algorithms using noise correction results by load and vibration and gas flow correction. The weight conversion algorithm calculates the weight conversion factor, which is the slope of the linear function with respect to the load and pressure change, and converts the weight. In order to evaluate the accuracy of the loading weight measurement system of the vehicle using the tire pneumatic system technique proposed in this paper, we propose the design technique of the vehicle's load weight measuring system using tire pressure, which is one of the physical elements of tires.. Noise correction results by load and vibration and gas flow data correction results showed reliable results. In addition, repeated weight precision test showed better weight accuracy than the standard value of 90% of domestic companies.

An Analysis of Test Results Using the New Fusion Weight Conversion Algorithm for High-speed Weigh-In-Motion System (주행시험을 통한 고속축중기의 융합형 중량환산 알고리즘 효과 분석)

  • Kim, Jong Woo;Jung, Young Woo
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.19 no.4
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    • pp.67-80
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    • 2020
  • High-speed weigh in motion (HS-WIM) is a real-time unmanned system for measuring the weight of a freight-carrying vehicle while it is in motion without controlling vehicle traffic flow or deceleration. In Korea, HS-WIM systems are installed on the national highways and general national ways for pre-selection by law enforcement. In this study, to improve the measurement accuracy of HS-WIM, we devise improvements to the existing integral and peak weight conversion algorithms, and we provide a new fusion algorithm that can be applied to the mat-type HS-WIM. As a result of analyzing vehicle driving tests at a real site, we confirmed the highest level of weight-measuring accuracy.

Vibration Serviceability Evaluation for Pedestrian of Concrete Cable-stayed Bridge by Experimental Method (실험적 방법에 의한 콘크리트 사장교의 보행자 중심 진동사용성 평가)

  • Kang, Sung-Hoo;Choi, Bong-Hyun;Park, Sun-Joon
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.2
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    • pp.59-66
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    • 2011
  • In this study, the vibration serviceability of pedestrian by travelling vehicles on the cable-stayed bridge with concrete tower was studied. Experiment variables were considered travelling speed of vehicles, pavement state of asphalt on the deck and weight of vehicles, preferentially. Especially, pavement grade states were considered by A and C grades by BMS (Bridge Management System) standard. The incremental ratio extent of vibration acceleration responses, asphalt pavement grade C over A, was construed to 1.23~1.43. Only, these results are valid within extent of the Scaled-Weight 228.0~1161.9 km/h kN. The vibration equations for acceleration responses prediction of bridge deck were proposed into three types, reliability 50%, 90%, 95% respectively. These equations can consider asphalt pavement grade, and the vehicle's weight and travelling velocity, which are the source of vibration, are combined into the term called, 'Scaled Weight'.

An Experimental Study on the Change of Bulking Coefficient of Soils Mixed with Rock Blades (암버력이 혼재된 토사의 토량환산계수 변화에 관한 실험적 연구)

  • Park, Yeong Mog
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.5C
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    • pp.193-198
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    • 2012
  • Field and laboratory tests were performed to investigate the swelling(L value) and shrinkage modulus (C value) of soil and rock mixtures using 2 sites. According to test results, when disturbed soil and rock were mixed with same amount (5:5), the maximum density was achieved and showed 19% and 18% increased at each site comparing with the unit weight of rock only. Since measured L values of mixtures were overestimated about 4 to 11% compare to estimated values based on the conventional method. While C values were underestimated about 13~20% compare to conventional values due to the development of compacting equipments and effective construction management. When rock and soil were mixed in the ratio of 5 to 5, the unit weight of the mixture was higher than that of other mixtures and rock or soil only.

The Estimation of Soil Conversion Factor Using Digital Photogrammetry (수치사진측량기법을 이용한 토량환산계수 산정)

  • Kim Jin Soo;Seo Dong Su;Lee Jong Chool
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.22 no.4
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    • pp.339-347
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    • 2004
  • This study aims at calculating the exact soil conversion factor of cutting and banking areas of weathering rocks in large-scaled construction sites where land is being developed into home lots. For this, we have excavated the respective 20 sites of the cutting and banking areas in the said site and then calculated the volume after the excavation. As a result, the relative accuracy of the difference was calculated at 0.5% in average. We have calculated the exact soil conversion factor by the use of function ratio as per the wet unit weight and the indoor soil quality test as per volume calculated. And then we have found out minor differences as a result of the comparison and analysis with soil conversion factor determined by the dry unit weight test as per sand replacement method. This may be judged as a rational design method for the calculation of soil conversion factor, as well as high reliability of site test as a precision photogrammetry is adopted for volume measurement of the irregular excavating areas.

일본의 계육산업 현황

  • Choe, Jung-Jip
    • Monthly Korean Chicken
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    • s.148
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    • pp.86-89
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    • 2007
  • 본고는 지난 8월 일본식조협회로부터 받은 일본 계육산업의 전반에 대한 자료를 번역 정리한 것으로 우리나라의 계육업계에서도 참고할 내용이 있다고 보여진다. 내용 중 엔환율은 일본 엔화 100엔당 한화 800원으로 환산해 바로 볼 수 있도록 표를 편집한 것이다. 아울러 개념적으로 조금은 다른 부분들이 있어(예를 들면 출하 중량 : 일본의 출하 중량 1.7Kg KFC 출하를 위한 부분출하 후 생계중량 3.0Kg까지 사육 : 정육 유통 개념) 이를 감안하여 자료를 보아야 한다는 점이다. 이러한 자료를 통해 구체적인 일본의 계육산업을 돌아보고 파상적인 일본 시장이 아닌 실체적인 일본 시장에 보다 접근하는 계기가 되었으면 한다. 아울러 본 자료에는 유통 시장에 대한 내용이 보다 많이 소개되어 있다. 유통을 한번쯤 되돌아 볼 수 있는 기회가 되길 바란다.

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A Study on the Soil Conversion Factor of Underwater Soils (수중토사의 토량환산계수에 관한 연구)

  • Park, Sung-Sik;Bae, Yeon-Hoi;Moon, Hong-Duk
    • Journal of the Korean Geotechnical Society
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    • v.31 no.7
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    • pp.5-12
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    • 2015
  • In this study, the deposition of dredged soils from domestic rivers is simulated in the laboratory using a small soil box. In the tests, small sand with 0.002-0.85 mm, large sand with 0.85-2 mm, and gravel 4.75-5.6 mm are air or water-pluviated into the box. Such various deposition processes are simulated and their dry densities are measured. While dredging or piling such soils, their volume may change. The loss of such soils is calculated by a soil conversion factor C. The C value was determined as 0.91 for small sand, 0.96 for large sand, and 0.91 for gravel. The drainage through soil piles may occur and result in effective stress increase. This may cause the volume change of soils and in order to consider such effect it is necessary to recalculate C values. As a result, dry density increased by 5-12% when the drainage effect is considered. When the drainage effect is considered, the value of soil conversion factor C was 0.81 for small sand, 0.92 for large sand, and 0.82 for gravel. Eventually, the C value decreased up to 4-12%.

Current State of Carcass Weight Distribution and External Quality from Domestic Product Duck (국내에서 유통되고 있는 오리의 도체중량 분포 및 도체품질 현황)

  • Kang, Geun-Ho;Chae, Hyun-Seok;Park, Beom-Young;Cho, Soo-Hyun;Seong, Pil-Nam;Jeong, Seok-Geun;Kim, Dong-Hun
    • Food Science of Animal Resources
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    • v.31 no.2
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    • pp.266-272
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    • 2011
  • The objective of this study was to investigate the current state of carcass weight distribution and external quality of domestic duck products. A total of 419,164 duck heads were used for the carcass weight distribution analysis. From the results, the average, mode, median, and quartile were 2,164.4, 2,000, 2,200, and 300 g, respectively. Furthermore, carcass yield averaged 70.1% from the live weights of domestic duck products. Duck carcasses had 28.4% external defects and 4.8% external damage. Moreover, the appearance ratio of discoloration was 34.1% and, in particular, the leg region was significantly (p<0.05) higher than that of the other regions. The feather removal defect ratio averaged 44% from the duck carcass surface. The ratio of disjointed and broken bones averaged 9.91% and mostly appeared in wing and leg parts. Fat content was significantly (p<0.05) higher in carcasses with weights >2.3 kg than that of other carcass weight levels, suggesting that market live weight of domestic duck products must be greater than a minimum of 3 kg.

A Response Estimation for Vehicle Vibration of Gas Pipeline (가스 파이프라인의 차량진동 응답 예측)

  • 박선준;박연수;강성후
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.14 no.1
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    • pp.40-49
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    • 2004
  • In this paper, vibration response of aerial gas pipeline due to vehicle loads was quantitatively estimated through experiment and analysis in open cut construction site. The vehicle vibration of various construction machines causes serious effect to the aerial gas pipeline. The new vibration prediction equations presented in this study can estimate the vibration velocity response of the aerial gas pipeline. In the nitration prediction equations, the vehicle′s weight and traveling velocity, which are the sources of vibration, are combined into the term called, "scaled weight" Methods to reduce vibration were proposed in case the vibration velocity response of the gas pipeline exceeded the vibration criterion, using the vibration prediction equations presented in this study. One was to limit the vehicle′s traveling velocity and the other to install the isolation equipment. Both methods can be estimated quantitatively.

Trypsin Inhibitor and Hemagglutinating Activities of Some Minor Beans in Korea (한국산 두류(頭類)의 Trypsin 저해(沮害) 활성(活性) 및 적혈구(赤血球) 응집(凝集) 활성(活性))

  • Kang, Myung-Hee;Kim, Yong-Hwa;Lee, Su-Rae
    • Korean Journal of Food Science and Technology
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    • v.12 no.1
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    • pp.24-33
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    • 1980
  • Trypsin inhibitor and hemagglutinating activities of some minor beans produced in Korea were determined in comparison with those of soybean and the effects of heat treatment on the activities were studied. The results are summarized as follows 1. The trypsin inhibitor activity (% [TU] inhibited/mg) of soybean, red bean, kidney bean, and mung bean were 79.9, 46.4, 43.2 and 17.7, respectively, on the dry weight basis and were 194, 222, 170 and 75, respectively, on the protein basis. 2. Heat destruction by boiling or autoclaving of trypsin inhibitor activity of red bean, mung bean, kidney bean, and soybean were $85{\sim}87,\;87{\sim}94,\;76{\sim}79\;and\;67{\sim}72\;%$, respectively. No significant difference was, however, observed in the effect between the two heating methods. 3. The hemagglutinating activity (unit/g) of kidney bean, soybean, mung bean and red bean were 48,300, 18,000, 136 and non-detectable, respectively, on the dry weight basis and were 190,600, 43,700, 581 and non-detectable, respectively, on the protein basis. Heat treatment destructed the hemagglutinating activity in all three beans.

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