• Title/Summary/Keyword: 플렌지 이음부

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A Study on Flange Coupling Design of Polyethylene Corrugated Steel Pipe (PE 피복형 파형강관의 플랜지 이음부 설계에 관한 연구)

  • Kim, Tae-Kyu;Lee, Ho-Young;Yang, Sang-Min
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.31 no.3 s.258
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    • pp.403-408
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    • 2007
  • The concrete pipe(Hume, PC) and polyethylene(PE) pipe are usually used for dram pipe in local market. Hume pipe, however, is heavy and needs the high cost of construction and PC pipe has a disadvantage to easily occur the deformation by the outside pressure even though it is light and constructible. The corrugated steel pipe coated with polyethylene is used increasedly because it is durable, constructible and economical. However, it is not used for sewage or waste water because it is hard to guarantee the watertight property on the coupling part. In this study, we studied on the flange coupling and the method of its construction to guarantee the watertight property and easy to use. If the developed flange coupling and method are used on a construction field, the economical property, constructible property and structural safety can be guaranteed.

An Experimental Study on the Static Load Capacity of T-Type Tension Joints with High Tension Bolt (고장력볼트 T-인장이음의 정적내력에 관한 실험적 연구)

  • Lee, Seung Yong;Choi, Jun Hyeok;Kim, Kyong Tae
    • Journal of Korean Society of Steel Construction
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    • v.27 no.1
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    • pp.53-61
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    • 2015
  • The tension type joint is a mechanically very efficient connection method, as it directly uses the load capacity of base metal or high tension bolt, the reduction of the number of drilling hole and fastening and the fatigue resistance. It is applied to the joint of girder and cross beam, horizontal joints of towers, beam to column joints, the secondary member joints of deck floor ends, and brackets. In this paper, static load tests for the T-type tension joint were conducted to investigate the structural behavior of the joint. The parameters were bolt diameter, flange thickness, and the reduction of clamping force of the joint. The failure modes and load capacity of joints and the effects of flange thickness, bolt diameter and clamping force were investigated.