• Title/Summary/Keyword: Centrifugal molding

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The Effect of Processing Conditions on the Gradient Pore Structure of Diatomite by Centrifugal Molding (경사 기공 구조를 가지는 규조토의 제조에 원심 분리 성형 공정 변수들이 미치는 영향)

  • Ha, Jang-Hoon;Oh, Eun-Ji;Ahmad, Rizwan;Song, In-Hyuck
    • Journal of Powder Materials
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    • v.19 no.4
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    • pp.304-309
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    • 2012
  • The purpose of our study was to develop the fabrication method of porous diatomite ceramics with a porosity gradient by centrifugal molding. The processing variables of centrifugal molding were derived from Stoke's law of sedimentation, which were the radius of the particles, the acceleration due to centrifugal molding and the dynamic viscosity of the slurry. And these could be controlled by ball-milling conditions, centrifugal conditions, and the addition of methyl cellulose, respectively. The effects of processing conditions on the gradient pore structure of diatomite were investigated by particle size analysis, scanning electron microscope, and mercury porosimeter.

The Experimental Study of Full-scale Centrifugal Formed High Strength Concrete Prismatic Beam(CFPB) Composited with Deck Slab (상부 슬래브와 합성된 원심성형으로 제작된 초고강도 각형보의 실험연구 )

  • Doo-Sung Lee;Sung-Jin Kim;Jeong-Hoi Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.1
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    • pp.19-29
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    • 2023
  • An ultra-high strength prestressed prismatic beam of 100 MPa in compressive strength was developed by increasing the watertightness of concrete by utilizing centrifugal molding processes without adding expensive admixtures such as silica fume. The ultra-high strength centrifugal shaped square beam installed on the wall is composited with the upper slab concrete and then subjected to a service load. Horizontal shear stress is generated by bending between the centrifugal molding beam and the floor plate, which causes the beam and floor plate to perform composite behavior through shear connections such as studs and rebars. In this study, a flexural load test was performed on a mock-up specimen that was synthesized by fabricating an RC slab on top of a 100 MPa-class centrifugal shaped beam produced at the factory. proven reliability.

Development of Centrifugal Forming Process for HTS Tube Fabrication (고온초전도체 튜브 제조를 위한 원섬 성형 공정 개발)

  • 정승호;장건익
    • Proceedings of the Korea Institute of Applied Superconductivity and Cryogenics Conference
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    • 2002.02a
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    • pp.98-100
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    • 2002
  • We developed the Centrifugal Forming Process(CFP) for HTS tube fabrication. The self-designed equipment for CFP is devided into 3 main parts depending on its role and functions. the melting part by heating of high inductive frequency, centrifugal forming part for the tube and efficient microstructure control of Bi2212 phase and molding part for tube detachment after heat treatment. In this paper we will introduce self designed Centrifugal Forming Process for HTS tube fabrication and discuss about the results related mold materials in terms of high Tc superconductor.

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Evaluation of the Load Carrying Capacity on a Rahmen Bridge with Ultra-high Strength Centrifugally Formed Square Beams as the Superstructure (초고강도 원심성형 각형보를 상부구조로 하는 라멘교의 내하성능 평가 )

  • Doo-Sung Lee;Sung-Jin Kim;Jeong-Hoi Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.61-69
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    • 2024
  • An ultra-high strength prestressed prismatic beam of 100 MPa in compressive strength was developed by increasing the water-tightness of concrete by utilizing centrifugal molding processes without adding expensive admixtures. The centrifugal prismatic PSC beam developed as the superstructure of the avalanche tunnel was constructed on a rahmen bridge in a small local river. In this study, the centrifugal prismatic beam was compared and analyzed based on the results of measurements made through static load tests and the results of numerical analysis of the target structure. The common load-carrying capacity and safety of the rahmen bridge were evaluated. The static·dynamic load tests and finite element analysis results of this bridge were similar, and it was confirmed that the behavior of the centrifugal prismatic beam was well simulated. All centrifugally formed square beams that make up the composite rahmen bridge were evaluated to secure sufficient load carrying capacity under the design live load, and structural reliability was proven by ensuring safety.

The Development of a 100 Mpa Class Ultra-high Strength Centrifugal Molded Square Beam Design and Manufacturing Technology (100MPa급 초고강도 원심성형 각형보의 설계 및 제작기술 개발 )

  • Doo-Sung Lee;Sung-Jin Kim;Jeong-Hoi Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.4
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    • pp.11-22
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    • 2023
  • In this study, a structural concrete square beam was developed using the centrifugal molding technique. In order to secure the bending stiffness of the cross section, the hollow rate of the cross section was set to 10% or less. Instead of using the current poor mixture of concrete, a special formwork for producing a centrifugal square beam was manufactured, and a concrete mixing ratio with a high slump (150-200) and a design strength of 100 MPa or more was developed and applied. The produced centrifugally formed rectangular beams were subjected to performance tests according to the standard bending and shear test standards for centrifugally formed members. The static load test results for the four specimens exceeded both the nominal bending strength and nominal shear strength, which are design values through structural design, proving the structural reliability of the ultra-high-strength centrifugally formed square beam.

Experimental Study to Evaluate the Durability of 100 MPa Class Ultra-high Strength Centrifugal Molding Concrete (100MPa급 초고강도 원심성형 콘크리트의 내구성 평가를 위한 실험연구)

  • Jeong-Hoi Kim;Sung-Jin Kim;Doo-Sung Lee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.28 no.1
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    • pp.12-23
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    • 2024
  • In this study, a structural concrete square beam was developed using the centrifugal molding technique. In order to secure the bending stiffness of the cross section, the hollow rate of the cross section was set to 10% or less. Instead of using the current poor mixture of concrete and a concrete mixing ratio with a high slump (150-200) and a design strength of 100 MPa or more was developed and applied. In order to investigate the durability of centrifugally formed PSC square beams to be used as the superstructure of the avalanch tunnel or ramen bridge, the durability performance of ultra-high-strength centrifugally formed concrete with a compressive strength of 100 MPa was evaluated in terms of deterioration and chemical resistance properties.Concrete durability tests, including chloride penetration resistance, accelerated carbonation, sulfate erosion resistance, freeze-thaw resistance, and scaling resistance, were performed on centrifugally formed square beam test specimens produced in 2022 and 2023. Considering the information verified in this study, the durability of centrifugally molded concrete, which has increased watertightness in the later manufacturing stage, was found to be superior to that of general concrete.

The Experimental Study of the Ultimate Behavior of an Avalanche Tunnel Corner Rigid Joint Composited with a Centrifugal Formed Beam (초고강도 원심성형 보가 합성된 피암터널 우각부의 극한거동에 관한 실험연구)

  • Lee, Doo-Sung;Kim, Sung-Jin;Kim, Jeong-Hoi
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.6
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    • pp.128-138
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    • 2022
  • In this study, in order to apply ultra-high-strength concrete beams of 100 MPa or more manufactured by centrifugal molding as the superstructure of the avalanche tunnel, the purpose is to verify the structural safety of the corner rigid joint in which the centrifugal molded beam is integrated with the substructure, which is the negative moment area. A full-size specimen was manufactured, and loading tests and analysis studies were performed. In order to expect the same effect that the maximum moment occurs in the corner joint part of the upper slab end when the standard model of the avalanche tunnel is designed with a load combination according to the specification, a modified cantilever type structural model specimen was manufactured and the corner rigid joint was fixedly connected. A study was performed to determine the performance of the method and the optimal connection construction method. The test results demonstrated that the proposed connection system outperforms others. Despite having differences in joint connection construction type, stable flexural behavior was shown in all the tested specimens. The proposed method also outperformed the behavior of centrifugally formed beams and upper slabs. The behavior of the corner rigid joint analysis model according to the F.E. analysis showed slightly greater stiffness compared to the results of the experiment, but the overall behavior was almost similar. Therefore, there is no structural problem in the construction of the corner rigid joint between the centrifugally formed beam and the wall developed in this study.

Evaluation of Crack Self-healing Performance in Centrifugal Molding Concrete by Permeability Test (원심성형 콘크리트의 투수시험을 통한 균열 자기치유 성능평가)

  • Hwang, Chul Sung;Woo, Hae Sik;Choi, Young Cheol
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.3
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    • pp.84-89
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    • 2018
  • Recently, study on self-healing materials have been performed to increase the life by repairing the damage of structures themselves, which are difficult to repair or require high maintenance costs. A water permeability test has been widely used for the evaluation of self-healing performance. However, in the self-healing performance test method, the initial crack width of the concrete greatly affects on the self-healing performance but it does not have a consistent standard. Therefore, in this study, the correlation between crack and permeability and that between time and permeability were analyzed based on crack width and permeability. In addition, since the initial crack width measured by optical microscope is not reliable, the value is derived from the Poiseuille flow and the tendency of time-permeability and time-crack width are analyzed.

Improvement of Fatigue Life and Vibrational Characteristics of Composite Material Propeller Shaft of Vehicle (수송기계용 복합재료 추진축의 피로수명 및 진동특성 향상에 관한 연구)

  • 공창덕;정진호;정종철;김기범
    • Journal of the Korean Society of Propulsion Engineers
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    • v.3 no.1
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    • pp.104-117
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    • 1999
  • The Composite materials has been used in the field of high technology industry because of high specific stiffness and high specific strength. Specially, the composite materials has been widely applied to the field of the aircraft and the transportation by the effectiveness of light weight due to low specific weight and reduction of the parts due to bonding, molding and so on. These advantages about the composite have led to study and apply in the transmission shaft for the aircraft and the drive shaft for the automobile. The composite material propeller shaft with the high vibrational stability was designed and analyzed. In order to verify the analysis, two types of experimental test which are the FFT analyzer with impact hammer and the rotational equipment were applied.

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A Study on the Coriolis Force Technique and the Flat Bottom Foot Using Ceramic Electric Wheel (도자기 전기물레를 이용한 코리올리힘 기법과 평저굽 융합에 관한 연구)

  • Kim, Seung-Man
    • The Journal of the Korea Contents Association
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    • v.18 no.1
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    • pp.441-451
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    • 2018
  • The main point of this study is to use the principle of Coriolis force and the sense of fingertips to scratch the surface of the wall by high-speed rotation (RPM) to push the texture of the stripe from the inside to the outer wall, and to express the beautiful, dynamic and distinctive outer wall texture that is diversified by Coriolis force (centrifugal force). This is designated as Coriolis force technique. In addition, instead of the traditional flat bottom foot onggi molding technique, a new type of flat bottom foot that uses the electric wheel to push the cylinder from inside to out to expand the outer wall and to spread the bottom of foot flatly. The purpose of this study is to create a modernized, distinctive, new interior work by fusing these techniques.