• Title/Summary/Keyword: Toggle

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A Fundamental Study on the Development of a Variable Preload Device Using Toggle Joint Mechanism (토글 조인트장치를 이용한 가변예압장치 개발을 위한 기초 연구)

  • Choi, Chi Hyuk;Cha, Na Hyeon;Lee, Choon Man
    • Journal of the Korean Society for Precision Engineering
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    • v.30 no.3
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    • pp.260-265
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    • 2013
  • To increase the machine accuracy by improving the stiffness of spindle bearings, preload was applied to the spindle bearings. The methods of fixed position preload, convertible preload, constant pressure preload, and variable preload are used to apply the preload to the spindle bearing. The previous studies performed by the author of this study were variable preload methods using rubber pressure and centrifugal force based on mechanical systems. This study proposed a toggle joint mechanism that could be applied to variable preload method using centrifugal force and rubber pressure to increase the preload. Also, a finite element analysis was conducted to predict the deformation of the rubber and change of the preload. And the analysis results showed that the preload by the device using rubber pressure only was increased by the toggle joint mechanism using rubber pressure.

High-Performance Damping Device for Suppressing Vibration of Stay Cable (사장 케이블 제진을 위한 고성능 감쇠 장치)

  • Jung Hyung-Jo;Park Chul-Min;Jang Ji-Eun;Park Kyu-Sik;Lee In-Won
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2005.04a
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    • pp.489-496
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    • 2005
  • In this paper, the feasibility of the high-performance damping device vibration suppression of stay cables has been investigated. The proposed damping system consists of a linear viscous damper and a scissor-jack-type toggle linkage. Since the mechanism of the scissor-jack-type toggle linkage amplifies the relative displacement of the linear viscous damper, it is expected that the capacity of the viscous damper used in the scissor-jack-damper energy dissipation system can be reduced without the loss of the control performance. Numerical simulation results demonstrate the efficacy of the damping system employing the scissor-jack-type toggle linkage. Therefore, the proposed damping system could be considered as one of the promising candidates for suppressing vibration of stay cable.

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Open Reduction of Coxofemoral Luxation with a Toggle Pin & Synthetic Capsule Technique in a Rottweiler (Rottweiler에서 발생한 고관절 탈구의 개방적 정복)

  • 장광호;채형규;권영삼;임재현;김영홍;장인호
    • Journal of Veterinary Clinics
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    • v.17 no.1
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    • pp.134-137
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    • 2000
  • 체중 43kg의 10개월령 암컷 로토와일러가 약 2개월전부터 점진적으로 진행된 좌측후지의 심한 파행 병력으로내원하였다. 신체검사와 고관절 탈구를 진단하였으며 골반의 외측 및 복배측 방사선 사진 촬영으로 확진할 수 있었다. 전배측 접근 후 골수내정으로 제작한 한 개의 toggle pin 및 두 개의 bone screw를 병용 적용하여 대퇴골두를 고정하였다. 일차교정은 술후 7일의 재탈구로 실패하였으며 동일 방법으로 이차 시술한 후 Ehner sling을 적용하고 운동을 제한하였다. 술후 20일에 환축은 거의 정상보행을 회복하였다.

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Development of Program counter through the optimization of RSFQ Toggle Flip-Flop (RSFQ Toggle Flip-Flop 회로의 최적화를 통한 Program Counter의 개발)

  • Baek Seung Hun;Kim Jin Young;Kim Se Hoon;Kang Joon Hee
    • Progress in Superconductivity and Cryogenics
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    • v.7 no.1
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    • pp.17-20
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    • 2005
  • We has designed, fabricated, and measured a Single flux quantum (SFQ) toggle flip-flop (TFF). The TFF is widely used in superconductive digital electronics circuits. Many digital devices, such as frequency counter, counting ADC and program counter be used TFF Specially, a program counter may be constructed based on TFF We have designed the newly TFF and obtained high bias margins on test. In this work, we used two circuit simulation tools, WRspice and Julia, as circuit optimization tools. We used XIC for a layout tool. Newly designed TFF had minimum bias margins of +/- $37\%$ and maximum bias margins of +/-$37\%$(enhanced from +/- $37\%$). The designed circuits were fabricated by using Nb technology The test results showed that the re-optimized TFF operated correctly on 100kHz and had a very wide bias margins of +/- $53\%$.

Behavior of Seismic Control system with Double Toggle Brace (이중 토글브레이스를 이용한 변위증폭 제진시스템의 이력특성)

  • Choi, Ki-Sun;You, Young-Chan;Kim, Keung-Hwan;Yang, Won-Jik
    • Proceedings of the Korea Concrete Institute Conference
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    • 2010.05a
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    • pp.137-138
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    • 2010
  • This paper presents new seismic control system that utilize toggle brace to amplify the displacement of damper. A full scale steel moment frame was constructed for the purpose of testing the energy dissipation system with double toggle brace.

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Exploring Low-Cost Grid-based Tactile Instruments for Understanding and Reproducing Shapes for People with Visual Impairments

  • Yeojin Kim;Jiyeon Han;Uran Oh
    • International journal of advanced smart convergence
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    • v.12 no.3
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    • pp.127-140
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    • 2023
  • While tools exist for blind people to understand shapes, these are not commercially available nor affordable and often require the assistance of sighted people. Thus, we designed two low-cost grid-based tactile tools using toggle buttons (TogGrid) and cotton balls (CottonGrid). To assess the potential of these as an educational tool, we conducted a user study with 12 people with visual impairments where they were asked to understand and reproduce shapes under different conditions. Although CottonGrid is relatively cheap and easy to make, findings show that TogGrid was perceived to be better in terms of perceived easiness, task completion time, accuracy, and preference in general. Particularly, participants valued TogGrid for enabling them to identify and correct errors. Based on the findings, we provide implications for utilizing toggle buttons for designing educational instruments for learning and expressing shapes for blind people.

Seismic Behavior of Reinforced Concrete Moment Frames Retrofitted by Toggle Bracing System with High Density Friction Damper (토글 가새-고집적 마찰댐퍼를 설치한 철근콘크리트 모멘트 골조의 성능 평가)

  • Han, Sang Whan;Kim, Ji Yeong;Moon, Ki Hoon;Lee, Chang Seok;Kim, Hyung Joon;Lee, Kang Seok
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.3
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    • pp.133-140
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    • 2014
  • The friction damper can be used for improving the seismic resistance of existing buildings. The damper is often installed in bracing members. The energy dissipation capacity of the damping systems depends on the type of the structure, the configuration of the bracing members, and the property of dampers. In Korea, there are numerous low- to mid-rise reinforced concrete moment frames that were constructed considering only gravity loads. Those frames may be vulnerable for future earthquakes. To resolve the problem, this study developed a toggle bracing system with a high density friction damper. To investigate the improvement of reinforced concrete frames after retrofit using the developed damped system, experimental tests were conducted on frame specimens with and without the damped system. The results showed that the maximum strength, initial stiffness and energy dissipation capacity of the framed with the damped system were much larger than those of the frame without the damped system.

Experiments for the Vibration Control of Steel Frame Structure Using Toggle Brace and Lead Rubber Damper (토글가새와 납-고무 제진장치를 적용한 구조물 진동제어 실험)

  • Park, Jung-Woo;Park, Jin-Young;Lee, Wan-Ha;Kim, Ki-Man;Park, Kun-Nok
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2011.04a
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    • pp.171-176
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    • 2011
  • The purposes of the research were to evaluate system performance and response of building structure under external load for full scale modal-testing-tower applied toggle bracing and lead rubber damper(LRD). The dynamic properties of the structure were measured before and after installing damper under harmonic excitation using the AMD and the results were compared. The harmonic excitation condition is to increase 0.01Hz sine sweep signal from 0.49Hz to 0.63Hz. As a result of measuring resonant frequency, before installing damper is 0.55Hz and after installing damper is 0.62Hz. The experimental results after installing damper were also distinguished from simulation results and the main cause of this results is temperature dependency property of rubber material.

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Tie-bar Elongation Evaluation of Toggle Type Injection Molding Machine (토글식 사출성형기의 타이바 연신율 평가)

  • Jung, Hyun-Suk;Yoo, Joong-Hak
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.21 no.4
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    • pp.672-676
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    • 2012
  • This paper studies the relation between the deformation of platen caused by clamping force, the bending stress and elongation at the tie-bar in injection molding machine of toggle type. These data are analyzed through analytical molding and numerical approach by tensile tester. The effect of bending stress on the stress concentration of teeth and nut system is also analyzed by 2 dimensional numerical approach. The bending stress of tie-bar caused by platen deformation becomes less than 20% of average tensile stress. And the effect of bending stress on stress concentration at teeth and nut system of tie-bar is found to be small.

The Mold Close and Open Control of Injection Molding Machine Using Fuzzy Algorithm

  • Park, Jin-Hyun;Lee, Young-Kwan;Kim, Hun-Mo
    • 제어로봇시스템학회:학술대회논문집
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    • 2005.06a
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    • pp.575-579
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    • 2005
  • In this paper, the development of an IMM(Injection Molding Machine) controller is discussed. Presently, the Mold Close and Open Control Method of a toggle-type IMM is open-loop control. Through the development, a PC based control system was built instead of an existing controller and a closed-loop control replaced the previous control method by using PC based PLC. To control the nonlinear system of toggle type clamping unit, a fuzzy PI control algorithm was selected and it was programmed by an IL(Instruction List) and a LD(Ladder Diagram) on a PC based PLC. The application of fuzzy algorithm as the control method was also considered to change a control object like a mold replacement or an additional apparatus. For the development of an IMM controller, PC based PLC of PCI card type, distributed I/O modules with CANopen and Industrial PC and HMI (Human Machine Interface) software were used.

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