• 제목/요약/키워드: Steel pipe

검색결과 1,031건 처리시간 0.028초

격벽화된 파이프 트러스 요소로 구성된 경량방음터널의 구조적 성능 평가 (Assessment of Structural Performance for a Lightweight Soundproof Tunnel Composed of Partitioned Pipe Truss Members)

  • 노명현;안동욱;주형중
    • 복합신소재구조학회 논문집
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    • 제7권1호
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    • pp.1-8
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    • 2016
  • In this paper, the full-size structural performance test for a lightweight soundproof tunnel composed of partitioned pipe truss members is carried out to investigate the structural performance. In addition, a nonlinear structural analysis of the same finite element model as the full-size testing model is performed to compare the test result. The test and analysis results showed that the lightweight soundproof tunnel ensures the structural safety against wind loads, snow loads and load combinations. As a result, the full-size test and analysis results meet all the design load conditions, hence the proposed lightweight soundproof tunnel is ready for the field application.

수치해석과 모형실험을 통한 매립배관에서의 유도초음파 L(0,2) 모드의 감쇠 특성 평가 (Attenuation Characterization of L(0,2) Guided Wave Mode through Numerical Analyses and Model Experiments with Buried Steel Pipe)

  • 이주원;나원배
    • 한국해양공학회지
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    • 제27권1호
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    • pp.16-23
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    • 2013
  • By carrying out numerical analyses and model experiments, this paper presents the attenuation characterization of an L(0,2) guided ultrasonic wave propagating in a buried steel pipe. From this investigation, we first find that the L(0,2) mode has a better attenuation property. Second, it is shown from the numerical analyses that the attenuation increases with increases in the soil embedment length (0, 500, 1000, and 1500 mm) and degrees of saturation (0, 50, 99, and 100%). Third, it is also shown from the model experiment that the attenuation increases as the embedment lengths and soil moisture quantities (0, 10, 20, and 30 kg) increase. Finally, we find that an exponential extrapolation gives a better attenuation prediction because the extrapolation gives similar attenuation patterns between the numerical and experimental results.

오스테나이트계 SS 배관의 협개선 TIG 용접부 특성 조사 (The Characteristic Investigation on Narrow-gap TIG Weld Joint of Heavy wall Austenitic Stainless Steel Pipe)

  • 심덕남;정인철
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.670-677
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    • 2003
  • Although Gas Tungsten Arc Welding (GTAW or TIG welding) is considered as high quality and precision welding process, it also has demerit of low melting rate. Narrow-gap TIG welding which has narrow joint width reduces the groove volume remarkably, so it could be shorten the welding time and decrease the overall shrinkage in heavy wall pipe welding. Generally Narrow-gap TIG welding is used as orbital welding process, it is important to select the optimum conditions for the automatic control welding This paper looks at the application and metallurgical properties on Narrow-gap TIG welding joint of heavy wall large austenitic stainless steel pipe to determine the deposition efficiency, the resultant shrinkage and fracture toughness. The fracture toughness depends slightly on the welding heat input.

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강관비계 띠장 간격의 실무적 해석 - 단관비계 중심으로 - (The practical analysis of the gap of ledger scaffolding - focus on Pipe scaffolding -)

  • 배준태;김치경
    • 대한안전경영과학회:학술대회논문집
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    • 대한안전경영과학회 2012년 춘계학술대회
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    • pp.301-311
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    • 2012
  • The law(construction standard specification, construction, standard-work regulation, Industry safety standard related regulation) related to the installation of scaffolding being used commonly on the construction site is regulated that the gap of ledger is within 1.5m and first ledger is within 2m. The gap of ledger here is essential for the stability of scaffolding structure. But it is determined that it is possible for the gap of ledger is applied by explaining safety handrail as ledger, because of the fact that in current, on the construction site, safety handrail is installed with the material of scaffolding ledger as a steel tube pipe. On this study, it is aimed to guarantee the safety by analyzing the ledger of scaffolding practically and prevent the accident of manager and laborer through the actualization.

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CFT 구조용 초고강도 콘크리트의 충전성 평가를 위한 실험적 연구 (An Experimental Study on the Evaluation of the Compactness of Super-High Strength Concrete for CFT structure)

  • 이장환;황병준;김제섭;정근호;임남기;정상진
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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    • pp.517-520
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    • 2004
  • Concrete Filled steel Tube pipe structure is a rational type of structure that maximizes performance by combining the strong points of steel frame and concrete. In the structure, the confining effect of steel pipes increases the bearing power of infilled concrete and the strengthening of local bucking of steel pipes by infilled concrete increases the bearing power of members. and these result in the reduction of cross-sectional area and high transformation capacity. Moreover. the structure is economically efficient and widely applicable that it is used from super-high buildings to residential, business and apartment buildings. It enables the construction of multi-story buildings with long spans using columns of small cross-sectional area. In case of diaphragm, however, it is difficult to confirm the compactness of the closed inside of steel pipes. The present study examined the properties of super-high strength concrete over 80MPa by comparing it with 40MPa concrete through heat conductivity and length change tests based on a mixture ratio satisfying the mixture goal presented in the guideline for the design and construction of concrete-filled steel pipe structure. and evaluated the performance of super-high strength concrete according to the shape and size of the aperture ratio of diaphragm.

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PE 선피복 파형강관의 부식 및 마모 특성 (Corrosion and Abrasion Characteristics of PE Sheet Laminated Corrugated Steel Pipe)

  • 김석구;정장식;곽필재;최준향;이현동;이태윤
    • 한국물환경학회지
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    • 제20권2호
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    • pp.163-169
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    • 2004
  • Feasibility of using PE sheet laminated CSP(Corrugated steel pipe) to sewers were tested via corrosion and abrasion tests for PE sheet laminated CSP; 1) corrosion test for PE film and PE coated plate, 2) corrosion test for joint of PE sheet laminated CSP, 3) corrosion test for outside of PE sheet laminated CSP, and 4) abrasion test for inside of PE sheet laminated CSP. The results for the corrosion and abrasion tests are as follows. 1. Results for corrosion tests on PE films and zinc coated steel plates that were coated with PE films show that the surfaces of both PE were not changed compared to those of original PE samples. Furthermore, PE films maintained strong adhesion on the steel plates even though they were exposed to sewage and seawater provided cutting planes of the steel plates were treated with molding. But, results for corrosion tests on the spots that were previously cut off by a knife and a cutting planes of the steel plates were treated without molding show that steel plates have been corroded if they were exposed to sewage and seawater. 2. Results for corrosion tests on joints of PE sheet laminated corrugated steel using sewage show that gathering rust was observed at cutting plane of PE sheet laminated corrugated steel after 180 days, but PE film was not flaked off. However, PE film at cutting plane was flaked off when PE sheet laminated corrugated steel was exposed to seawater. Furthermore, flaking process was severely progressed at lockseam points of which the surfaces were not smooth. 3. Results for laying PE sheet laminated corrugated steel under the ground show that the surface of untouched PE film was almost identical to that of original PE film. However, the spots that were previously cut off by a knife and a cutting plane of PE sheet laminated corrugated steel have flaked off. 4. As a result of abrasion tests conducted with PE sheet laminated corrugated steel and sand, brilliance and thickness of PE was not greatly changed under the severe abrasion conditions. Therefore, the durability of PE sheet laminated corrugated steel for abrasion was determined to be good.

철골용 클램프 시공방향에 따른 변형 및 성능확인 (Steel Frame Clamp Deformation and Performance Check based on Clamping Orientation)

  • 모승언;임남기
    • 한국건축시공학회지
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    • 제22권2호
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    • pp.161-169
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    • 2022
  • 정부[3]에서는 강관비계를 재래식 비계로 규정하고 일체형 작업발판인 시스템비계를 우선 설치하도록 제도화 하고 강관비계의 사용을 최대한 지양하고 있는 추세이다. 하지만 발전소, 플랜트 현장 등 장비의 진입이 안 되거나 본 구조물의 구조가 복잡한 곳, 그리고 지면에서 비계를 쌓아 올리지 못하는 곳에서는 강관비계를 설치하여 작업할 수 밖에 없다. 고소부위의 H-beam 구조물에 강관비계를 설치하여 작업자들이 안전하게 작업을 할 수 있도록 작업공간을 형성하기 위해서는 철골용 클램프의 성능은 매우 중요한 요소이다. 본 연구에서는 철골용 클램프의 설치 방향별 부재의 변형 및 인장하중에 대해 성능시험 및 구조해석 모델링을 통해 확인한 결과 설치 방향별 성능은 안전인증 기준인 인장하중 10,000N을 만족하는 것으로 확인 되었다. 다만 성능값은 만족하지만 부착부 누름 볼트의 변형발생이 확인되었고, 부착부 본체는 변형이 미미한 것으로 확인되었으므로 철골용 클램프는 하중이 전달되는 방향으로 설치하여 부착부 본체에 하중이 제대로 전달될 수 있도록 하는 것이 보다 안전한 방법이다.

왕복동식 압축시스템에 연결된 파이프 내부의 유동특성에 관한 CFD와 실험 (CFD and Experimental Study of Gas Flow Inside the Steel Pipe Fitted in Reciprocating Hydrogen Compression System)

  • 라흐만;이경환;이광성;정한식;정효민
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2009년도 하계학술발표대회 논문집
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    • pp.1513-1520
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    • 2009
  • Renewability and pollutant free energy source makes hydrogen energy popular rapidly. Hydrogen gas pressure which is after passing through reciprocating compressor part has high pulsation wave form. A unit, snubber is used as compressor components to reduce the harmful pulsation waveform and to remove the impurities in the hydrogen gas. An experiment has been conducted to investigate the pulsation reduction performance of a steel pipe used in snubber system. The amplitude of pressure reduction were varied from $0.054{\sim}0.321\;kPa$ for 10 hz to 60 hz motor speed. Compressor operation by motor with 10 to 60 hz were resulted in reduction of pressure pulsation from 16.415% to 35.151%. Pressure losses were varied from $0.001%{\sim}0.759%$, and pressure drop per centimeter of the steel pipe were varied from $0.0160{\sim}16.03\;Pa$.

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배관 용접부 표면결함 검출 및 비교 (Detection and Comparison of Surface Defects in Pipe Welds)

  • 정윤수;고가진;안태형;김재열
    • 한국기계가공학회지
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    • 제19권1호
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    • pp.43-48
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    • 2020
  • At present, 24 nuclear power plants are in operation nationwide as the main power source responsible for about 27% of Korea's electricity, and five nuclear power plants are currently under construction. Issues of nuclear safety and reliability have always existed, but after the Fukushima accident, ensuring reliability has become an even more important issue for safety. Compared to other kinds of accidents, the initial response after a nuclear accident is more important than any other accident. Prior to accidents, it is important to be able to predict and judge the accident in advance for the sake of prevention. In this research, non-destructive inspection methods for existing pipe welds include radiographic, ultrasonic, magnetic particle practice, and liquid penetration testing. For this experiment, carbon steel pipes like that of the material used in nuclear pipes were adopted, and specimen welded to the flange (Flange) were manufactured. After testing, the weld specimen were not damaged through the infrared thermography (IRT) experiment. This study attempted to improve the safety of carbon steel pipes through a comparative analysis of finite element analysis.

위상잠금 광-적외선 열화상 기술을 이용한 감육결함이 있는 직관시험편의 결함 검출 (Defect detection of wall thinning defect in pipes using Lock-in photo-infrared thermography technique)

  • 김경석;장수옥;박종현;;송재근;정현철
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회A
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    • pp.317-321
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    • 2008
  • Piping in the Nuclear Power plants (NPP) are mostly consisted of carbon steel pipe. The wall thinning defect is mainly occurred by the affect of the flow accelerated corrosion (FAC) of fluid which flows in carbon steel pipes. This type of defect becomes the cause of damage or destruction of piping. Therefore, it is very important to measure defect which is existed not only on the welding partbut also on the whole field of pipe. Over the years, Infrared thermography (IRT) has been used as a non destructive testing methods of the various kinds of materials. This technique has many merits and applied to the industrial field but has limitation to the materials. Therefore, this method was combined with lock-in technique. So IRT detection resolution has been progressively improved using lock-in technique. In this paper, the quantitative analysis results of the location and the size of wall thinning defect that is artificially processed inside the carbon steel pipe by using IRT are obtained.

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