• Title/Summary/Keyword: 철판망

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An Experimental Study on Beam Strengthening of RC Buildings with Expanded Steel Plates in Rural Area (농어촌 지역 RC건축물 보의 철판망 보강에 관한 실험 연구)

  • Kim, Yoon IL;Hong, Si Hyun
    • Journal of the Korean Institute of Rural Architecture
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    • v.7 no.1
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    • pp.121-128
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    • 2005
  • This experimental study was conducted to investigate beam strengthening of RC buildings with expended steel plate(ESP) in rural area. Nine test specimens were manufactured, whose variables were tensile steel ratio and the amount and the shape of expanded steel plate. The test results indicated that strengthened beams with ESP showed the improvement of flexural strength of 50%~90%, and the beam strengthening of U type was excellent for shear reinforcement as well as flexural reinforcement, more over, the honeycomb shape of ESP and anchor bolts for development of ESP were very effective.

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A Feasibility Analysis on Steel Net Gabion Reinforcement of Reinforced Earth-retaining Wall (자연친화적인 보강토 옹벽의 철판망 gabion 보강재 타당성 분석)

  • Chung, Dae-Seouk
    • Journal of Environmental Science International
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    • v.17 no.2
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    • pp.135-140
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    • 2008
  • Steel net gabion is eco-friendly retaining wall structure showing favorable ability to overcome construction and environmental restriction and also to resist corrosion, chemical attack and degradation. This paper is dealt with the applicability of gabion metal net as a substitution of existing strengthening material. Pull out test was carried out to verify the applicability of gabion metal net. According to results, the increase of surcharge loading and horizontal load resulted in a yield of metal net. The stress at the time of yield was in the range of elasticity. Accordingly, gabion metal net can be substituted for existing geogrid and there is a need for experiment and analysis of arrangement direction and durability of gabion steel net.

Distance Measurement Method using Deviation Due to Infrared Spectral Reflectance (적외선 분광 반사율에 의한 편차를 활용한 거리 측정 방법)

  • Mo, Gwi-hwan;Yang, Jae-hyeok;Kim, Su-min
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2021.10a
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    • pp.262-265
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    • 2021
  • The purpose of this development is to prevent accidents in the telephone poles caused by bird nests in advance. It is a sensor node installed on a telephone pole to recognize a bird's nest. This is to remove the bird before it builds a nest and lays eggs. It is in the system that recognizes the bird nest by the change of the distance when the sensor is first installed and the distance value measured thereafter. In this paper, we have designed and tested infrared rays with concrete, iron plate, wood, and plastic bag are targeted. This is an object that can be detected within a telephone pole was tested. The value of the spectrum detected by the spectral reflectance was obtained through a photodiode. Through the standard deviation graph of these values, it became possible to predict the target of the object and measure the distance. As a result of this experiment, target information (concrete, iron plate, wood, plastic bag) about dangerous substances in the telephone pole was acquired through the infrared sensor. Through this, it is expected that it will contribute to the establishment of a safe power grid and a coexistence environment with nature through power grid monitoring.

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Bending Behaviour of Composite Slab Using a New-Shaped Steel Deck Plate and Expanded Metal (신형 데크플레이트와 철판망을 적용한 합성슬래브의 휨 거동)

  • Kim, Myoung Mo;Eom, Chul Hwan
    • Journal of Korean Society of Steel Construction
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    • v.15 no.4 s.65
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    • pp.403-412
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    • 2003
  • The composite metal deck plate system has been widely used for office structures. Recently, however, the flat deck plate has been developed to apply the composite slab system to residential structures. Reduction in construction cost and time can be expected by using expanded metal instead of wire mesh as crack control reinforcements. This study proposed a composite slab system composed of a new-shaped steel deck plate and expanded metal. Twelve specimens were tested to evaluate the structural performance of the new composite slab system. The test results were summarized mainly in terms of maximum load carrying capacity and failure behaviors of each specimen.