• Title/Summary/Keyword: 현장 성능시험

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Economic Analysis of Two-Layer Quiet Asphalt Pavement Considering Noise Cost Benefits (소음 편익 비용을 고려한 복층 저소음 아스팔트 포장의 경제성 분석)

  • Kang, Haet Vit;Park, Ki Sun;Kim, Nak Seok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.5
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    • pp.1581-1587
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    • 2014
  • Two-lalyered quiet asphalt pavements are well known for their noise reduction capabilities compared to the conventional ones. This study was conducted to analyze the economic effects on two-layered quiet asphalt pavement rather than on one-layered. Noise prediction was performed on the data surveyed from the two-layered quiet asphalt pavement. In addition, the economic analysis was executed considering cost benefits using the noise prediction result. The permeability test was also investigated to evaluate the clogging recovery of two-layered quiet asphalt pavement. Analysis results revealed that the construction cost of two-layered quiet asphalt pavements was cheaper than that of the conventional soundproof walls. The two-layered quiet asphalt pavement with simulated clogging conditions was satisfied the permeability requirements of the permeable asphalt pavements. The permeability test results showed that the permeable time was recorded as 6.77 seconds for one cycle of cleaning job with 400 mL of water.

Development of Small Distillation Column for Performance Evaluation of Distillation Column (증류탑 성능평가에 적합한 소형 증류탑 개발)

  • Kim, Byoung Chul;Cho, Tae Je;Kim, Young Han
    • Korean Chemical Engineering Research
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    • v.48 no.5
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    • pp.668-671
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    • 2010
  • A lab scale distillation experiment is conducted with small size packing used in lab scale multi-tray distillation equipment for the performance evaluation of distillation system. A sufficient surface are yielded with 6.7 mm cylindrical packings made of stainless steel, and a good liquid holdup and residence time are resulted. The comparison between the theoretical tray from the HYSYS and the experimental distillation outcome indicates that a 7 cm HETP from 27 cm packing height and a 8 cm HETP from 45 cm packing height are obtained. Comparing with the 8 cm HETP of commercial structured packing shows a similar experimental results obtained here. The 7 cm HETP is available with a complete insulation, and the importance of the insulation is proved. The results of this study indicates that a practical distillation column used in field can be tested in lab.

A Study on the sealing Characteristic of Automobile Waterproof Connector (자동차용 방수커넥터의 밀봉특성에 관한 연구)

  • Ko, Young-Bae;Park, Hyung-Pil;Lee, Jeong-Won;Cha, Baeg-Soon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.15 no.4
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    • pp.1859-1864
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    • 2014
  • Liquid silicone rubber(LSR) has been applied to various products such as electronic devices owing to its excellent thermal and chemical resistance. Hyperelastic materials, however, have properties distinguished from general metal materials. Hyperelastic materials show elastic behaviors in the range of large deformation in which load has the nonlinear relation with deformation. In addition, they have characteristics of nonlinearity, incompressibility, in large scale. On account of such characteristics, there are many difficulties in design and production using these materials. In this study, the load-deformation relation obtained from tension and compression tests was applied to finite element analysis in order to design waterproof connectors for automobiles. Furthermore, the effectiveness of the finite element analysis was confirmed by comparing the results of analysis with those of performance tests.

Development of Visual Confirmation Device for Anchor Tensile Force (앵커 긴장력 상시확인을 위한 육안확인장치 개발)

  • Yoon, Hwan Hee;Lee, Yong Joo;Oh, Dong Wook;Kim, Dong Hyun;Jung, Hyuk Sang
    • Tunnel and Underground Space
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    • v.28 no.5
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    • pp.493-511
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    • 2018
  • This paper deals with visual confirmation device for tensile force verification in order to cope with tensile force loss of ground anchor. Ground anchors are constructed to ensure the stability of social infrastructure facilities, but continuous loss of tensile force is seriously concerned about safety of the facilities. This requires the maintenance of the anchors, but the current measuring of residual tensile force is done by sampling, taking into account economic aspects, which limits precision. In this paper, conducted a conceptual design, tensile experiment, and field test for the purpose of developing an anchor tensile force visual device to check the tensile force of the anchors.

A Case Study in Engineering Design of Vehicle Aerodynamics Course by CO2 Model Dragster (CO2 모형 경주차를 이용한 차량 공기역학의 공학설계 사례연구)

  • Jang, Hyun-Tak
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.11 no.8
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    • pp.2750-2757
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    • 2010
  • Recently, there have been a number of voices from industry that automotive education at the college is too theoretical and so college graduates are lack of practical ability to apply the automotive idea to actual systems. In order to educate engineering students design qualities in creative problem solving, this paper reports the results of employing engineering design projects in a Motor sports course of at A College. This paper presents design creterion and manufacture process of $CO_2$ model dragster, measures $CO_2$ model dragster speed and aerodynamic drag. In order to investigate the impact of engineering design on student's learning, a survey was conducted in 2008 spring semester. According to the results of survey analyses, student's key competencies and satisfaction reports high values on engineering design projects.

Evaluation on in-situ Heat Exchange Efficiency of Energy Slab According to Pipe Materials and Configurations (파이프 재질 및 형태에 따른 에너지 슬래브의 현장 열교환 성능 평가)

  • Lee, Seokjae;Oh, Kwanggeun;Han, Shin-in;Park, Sangwoo;Choi, Hangseok
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.13 no.4
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    • pp.1-7
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    • 2017
  • The energy slab is a ground coupled heat exchanger equipped in building slab structures, which represents a layout similar to the horizontal ground heat exchanger (GHEX). The energy slab is installed as one component of the floor slab layers in order to utilize the underground structure as a hybrid energy structure. However, as the energy slab is horizontally arranged, its thermal performance is inevitably less than the conventional vertical GHEXs. Therefore, stainless steel (STS) pipes are alternatively considered as a heat exchanger instead of high density polyethylene (HDPE) pipes in order to enhance thermal performance of GHEXs. Moreover, not only a floor slab but also a wall slab can be utilized as a heat-exchangeable energy slab in order to maximize the use of underground space effectively. In this paper, four field-scale energy slabs were constructed in a test bed, which consist of the STS and HDPE pipe, and a series of thermal response tests (TRTs) was conducted to evaluate relative heat exchange efficiency per unit pipe length according to the pipe material and the configuration of energy slabs. The energy slab equipped with the STS pipe shows higher thermal performance than the energy slab with the HDPE pipe. In addition, thermal performance of the wall-type energy slab is almost equivalent to the floor-type energy slab.

Bearing Capacity Study for Small-Scale Testing of Rotary Pile with Helix Plate (축소모형 로타리 파일의 나선날개에 따른 지지성능에 관한 연구)

  • Shin, Eun-Chul;Kim, Kyeong-Sig;Moon, Hyeong-Rok
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.1
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    • pp.37-46
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    • 2016
  • Rotary pile consists a single or multiple helix plate and it is installed into the ground using the rotation of the helix plate. Rotary pile in soft ground is able to be supported by pile shaft and helix plate. When the pile is installed into hard layer relatively, the end bearing capacity is possible to be increased by the lower helix plate. In this paper, small-size rotary piles were manufactured with using steel pipe which is reduced to 1/5 size of the rotary pile on the construction field. Pile load test was carried out on the foundation soil which was formed by weathered soft soil. The bearing capacity of small-scale piles depends on the number of helix plate, the length of plate diameter, and an interval of plates, respectively. The bearing capacity of pile increases about 40% with 3 helix plate and it is also confirmed that the bearing capacity is improved about 10% as the increment of plate interval.

The study on mechanical properties of PC panel with steam curing condition (증기양생 조건에 따른 터널 PC 패널의 물리적 특성에 관한 연구)

  • Ma, Sang-Joon;Jang, Pil-Sung;Shiin, Jin-Yong;Nam, Kwan-Woo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.10 no.1
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    • pp.17-24
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    • 2008
  • Many problems exist in the current cast in place concrete lining used in domestic tunnel construction. Especially, the crack of tunnel lining brings about a social and economic problem. It has a lot of influence on stability of structure and the fine finish of lining. So enormous repair-work and reinforcement of tunnel lining could occur an running out of government's budget. In our country, there are domestic production enterprises which produce a special pre-cast concrete product, but the technical level of them is still far behind compared to developed countries. Also, optimum steam coring method is important for the production of high quality product. But there is no regulation of steam curing method in our country. This study is to investigate the properties of PC panel according to the variation of steam curing conditions such as presteaming time and rate of temperature rise. The result shows that the optimum presteaming time of steam curing method in PC panel is more than 1 hour and the desirable rate of temperature in curing chamber is about $20^{\circ}C/hr$.

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A Study of the Deterioration Restraining Agent Drainage method of Construction (열화억제형 방수공법에 대한 검토)

  • Oh, Dai-Chul;Kim, Eun-Kyum;Kim, Dae-Sang
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1267-1272
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    • 2007
  • In the case of the railway bridge, there are following the progress of works after the drainage method of a bridge surface - vibration proof rubber establishment, track gravel construction and rail construction etc. But these works are not enforced consecutively by the execution and economical reason. This is the reason of the long period of exposure after drainage execution. In many case, from the deterioration phenomenon by long term exposure of surface, there are a lot of occasions that do not keep primitive penetration depth waterproof primitive time. It is the most important that select the drainage method that have durability - it is not fallen in long-term exposure of surface. The major objective of this study is to deduce objective analysis result through examination about the Deterioration Restraining Agent method and to master KNOW-HOW of DRA drainage method. Through the study, minimize economical damage by frequent repair and reinforcement and present the reasonable standard of judgement fot drainage method of construction.

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The Effect of Blaine and SO3 Contents of OPC on Shotcrete Binder with Calcium Aluminate Accelerator (OPC의 분말도 및 SO3 함량이 시멘트 광물계 급결제를 사용한 숏크리트 결합재 물성에 미치는 영향)

  • Kang, Bong-Hee;Kim, Gyu-Yong;Choi, Jae-Won;Koo, Kyung-Mo;Hwang, Bong-Choon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.2
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    • pp.78-85
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    • 2020
  • Shotcrete concrete is generally used in the form of ready-mixed concrete products using type I ordinary portland cement(hereinafter referred to as OPC) and about 5% of accelerator mixed separately in the field. In this study, we tested the effect of OPC fineness and SO3 content on a penetration resistance, compressive strength of binder for shotcrete using calcium aluminate type accerlerator. And we analysed hydrates and pore structure effects on mortar performance. In the future, it is expected to be useful for manufacturing optimized OPC as a binder for shotcrete.