• Title/Summary/Keyword: 무진동

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FE Analysis for a Stress Evaluation of a Noise & Vibration-Free Screw PHC Pile (무소음.무진동 스크류 PHC 말뚝의 응력평가를 위한 유한요소해석)

  • Jung, Ho-Young;Choi, Young-Hu;Oh, Seung-Ryul;Kim, Sung-Su;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.561-570
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    • 2009
  • A FE analysis of a noise & vibration-free screw PHC pile constructed into an in-situ site were performed. During constructing a screw PHC pile, the component stresses, maximum stresses of pile connecting parts and relative displacements of pile were analyzed.

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Design and implementation of thermoelectric dehumidifier using pottier module (Pottier소자를 이용한 열전 제습기 설계 및 구현)

  • 장재철;양규식
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.3 no.3
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    • pp.671-679
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    • 1999
  • In this paper, humidity measurement is accomplished using humidity sensor, dehumidify is implemented using general-purpose $\mu$-processorPIC16C54 and thermoelectric module for control measured humidity and input target humidity value proportionally Pottier module product is variety kind of size and characteristic, very important drawing factor is selection necessary heat sink, which is maintain proper thermal resistance from variety kind of module also. From electronic dehumidifier is manufacture by using thermoelectric module, no sound, no vibration, low power consumption of partial space efficient dehumidify proves the validity of this system.

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Comparison Study of Various Control Schemes for the Anti-Swing Crane (무진동 크레인의 구현을 위한 여러가지 제어방식의 비교 연구)

  • 윤지섭
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.9
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    • pp.2399-2411
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    • 1995
  • Crane operation for transporting heavy loads inherently causes swinging motion at the loads due to crane's acceleration or deceleration. This motion not only lowers the handling safety but also slows down the handling process. To complement such a problem, Korea Atomic Energy Research Institute(KAERI) has designed several anti-swing controllers using open loop and closed loop approaches. They are namely a pre-programmed feedback controller and a fuzzy controller. These controllers are implemented on a 1-ton crane system at KAERI and their control performances are compared. Test operations show that the new controllers are superior to that of conventional cranes in terms of robustness to the disturbances and adaptation capability to the change of rope length.

An Analysis on the Behaviors of a Noise & Vibration-Free Screw PHC Pile in cohesive Soils by Finite Element Code (점성토에서 유한요소해석에 의한 무소음.무진동 스크류PHC말뚝의 거동 분석)

  • Kim, Young-Pil;Ha, Young-Min;Jung, Ho-Young;Hwang, Jeong-Hwan;Choi, Young-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.09a
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    • pp.377-384
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    • 2009
  • Noise & vibration-free screw pile method is being developed for solution of noise and vibration problem in existing pile method. In this paper, prior to pilot test construction, conditions which a PHC pile and a screw PHC pile were constructed into ground were modeled by finite element code and through the parametric study in cohesive soils, the behaviors of two kinds of pile according to soil characteristics were compared.

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The Study for the Air Bubble Deterioration of Combined High Flowing Self-Compacting Concrete (병용계 고유동 자기충전콘크리트의 기포저감을 위한 연구)

  • Choi, Yun-Wang;Kim, Kyung-Hwan;Ruy, Deug-Hyun;Jeong, Jae-Gwon;Kang, Hyun-Jin;Lee, Jae-Nam
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.449-452
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    • 2008
  • This study is to manufacture HSCC (High flowing Self-Compacting Concrete) be able to construction without vibration & hardening, and it is stable according to the change of the surface number of aggregate and to examine the factor of reduction occurred before after hardening through the indoor experiment. It is essential to use of the thickener to increase the viscosity in the combined HSCC. In this result, it make more bubbles than HSCC of pulverulent body. The result of study has shown, through the surface air bubble by not passed air bubbles within concrete after hardening, It has bad effect in not only appearance of structures but strength & duration. It is the experiment for air bubble of concrete according to the types of aggregate (fine aggregate), mixing time of concrete, exfoliation, material of model form and so that reduce the air bubble of combined HSCC. Experiments have shown, the effect of exfoliation was bigger than the effect of form for the performance of surface finishing of combined HSCC after hardening according to the exfoliation or material of model form and the opaque guris has good condition of finishing.

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A Design of Model-Following Time Delay Controller with Modified Error Feedback Controller (오차피드백 제어입력이 개선된 모델추종 시간지연제어기 설계)

  • Park, Byung-Suk;Yoon, Ji-Sup;Kang, E-Sok
    • Journal of the Korean Society for Precision Engineering
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    • v.17 no.12
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    • pp.176-184
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    • 2000
  • TDC(Time Delay Control) deals with the time-varying system parameters, unknown dynamics and unexpected disturbances using time delay. TDC can be divided into two separate parts: an auxiliary controller and a servo controller. The two controllers can be designed independently. The auxiliary controller is used to reduce sensitivity to parameter variations, nonlinear effects, and other disturbances. The servo controller is to reduce the error between the desired command and output. We propose the model-following time delay controller with modified error feedback controller. This was applied to follow the desired reference model for the uncertain time-varying overhead crane. The model generates the damped-out swinging motion trajectory to suppress the swinging motion caused by the acceleration and the deceleration of crane transportation. The control performance was evaluated through simulations. The theoretical results indicate that this control method shows excellent performance to an overhead crane with the uncertain time-varying parameters.

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Determination of Construction Method for Noise & Vibration-Free Screw Concrete Piles (무소음.무진동 스크류콘크리트말뚝의 시공법 설정)

  • Choi, Yong-Kyu;Kim, Dong-Chul;Kim, Sung-Su;Nam, Moom-S.
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.360-368
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    • 2010
  • Noise and vibration triggered by pile driving in a construction site not only give hard time to the surrounding areas but could also cause residents nearby to file civil complaints to the extent of bringing construction to a halt. To deal with this issue, construction engineers have worked strenuously to develop low noise & low vibration pile methods. A noise & vibration-free screw concrete pile method proposed in this study is one of the successful outputs. It penetrates pile underground by rotating and pressing in body of the pile to avert noise and vibration while maximizing bearing capacity. A prototype of noise and vibration-free precast screw pile method was manufactured, which is not seen anywhere in Korea and elsewhere, and have undergone pilot tests twice to determine construction method.

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Experimental Study on Vibration Reduction Estimation of PRD Pile Driving Method (PRD Pile Driving공법의 진동저감 평가를 위한 실험적 연구)

  • Kang, Sung-Hoo;Park, Sun-Joon;Jung, Seok-Gyu
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.18 no.7
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    • pp.775-782
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    • 2008
  • In this study, ground vibrations and aero space noises that is produced by the PRD(percussion rotary drill) were analyzed by work processes. Ground vibration equations were suggested by $2.798(SD)^{-0.793}$, $3.485(SD)^{-0.793}$, $3.705(SD)^{-0.793}$, according to experiment result, and these equations have reliability of 50%, 90%, 95%, respectively. Ground vibration values by the PRD method correspond to level of $5{\sim}34%$ of values that are assumed by the Attewell & Farmer's equation, and these result compares in reliability 50%. Also, those values were analyzed that correspond to level of $12{\sim}26%$ of ground vibration values by the Prof. Park etc.'s equations. But, the aero space noise was evaluated that is assumed by 88.9 dB(A) at separated distance 50m and is not satisfied even 85dB(A) that is the most negative noise value that present in domestic noise standard. The PRD method was analyzed that noise decrease effect exists hardly comparing with general pile driving method of construction. When is based in these results, the PRD method is judged that it is desirable that classify by the Low-vibration method more than the Non-violation noise method.

Position and swing angle control for loads of overhead cranes (천정크레인 부하의 위치 및 흔들림 제어)

  • Lee, Ho-Hoon;Cho, Sung-Kun
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.21 no.2
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    • pp.297-304
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    • 1997
  • This paper presents a systematic design method of an anti-swing control law for overhead cranes. A velocity servo system for the trolley of a crane is designed based on the dynamics of the trolley and its load. The velocity servo system compensates for the effects of load swing on the trolley dynamics so that the velocity servo is independent of load swing. The velocity servo system is used for the design of a position servo system for the trolley via the loop shaping method. The position servo system and the swing dynamics of the load are then used to design an angle control system for load swing based on the root locus method. The combined position servo and the angle control systems constitute the overall control system. In the presence of low frequency disturbances, the proposed control law guarantees accurate position control for the trolley and fast damping for load swing. Furthermore, the performance of the proposed control law is independent of the mass of the load. Experimental results on a prototype crane show the effectiveness of the proposed anti-swing control law.

A Study on the Behavior of a Noise & Vibration-Free Screw Pile Method by Means of numerical analysis (무소음.무진동 스크류말뚝공법의 수치해석에 의한 거동 연구)

  • Kim, Young-Pil;Jung, Ho-Young;Ha, Young-Min;Oh, Seung-Ryul;Choi, Yong-Kyu
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.30-37
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    • 2009
  • In doing the foundation work in the downtown, the popular complaints by means of Noise and vibration have been became heavy burden. Therefore, the noise & vibration-free screw PHC pile method will contribute to the foundation work by removal of the popular complaints and improvement of the constructability. In this paper, the load bearing capacity and displacement characteristics of the noise & vibration-free screw PHC pile were analyzed. The noise & vibration-free screw PHC pile's behavior was better well than the existing PHC pile's one.

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