• Title/Summary/Keyword: 로드셀 센서

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The Silicon Type Load Cell with SUS630 Diaphragm (SUS630 다이아프램을 이용한 반도체식 로드셀)

  • Moon, Young-Soon;Lee, Seon-Gil;Ryu, Sang-Hyuk;Choi, Sie-Young
    • Journal of Sensor Science and Technology
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    • v.20 no.3
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    • pp.213-218
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    • 2011
  • The load cell is a force sensor and a transducer that is used to convert a physical force into a electrical signal for weighing equipment. Most conventional load cells are widely used a metal foil strain gauge for sensing element when force being applied spring element in order to converts the deformation to electrical signals. The sensitivity of a load cell is limited by its low gauge factor, hysteresis and creep. But silicon-based sensors perform with higher reliability. This paper presents the basic design and development of the silicon type load cell with an SUS630 diaphragm. The load cell consists of two parts the silicon strain gauge and the SUS630 structure with diaphragm. Structure analysis of load cell was researched by theory to optimize the load cell diaphragm design and to determine the position of peizoresistors on a silicon strain gauge. The piezo-resistors are integrated in the four points of silicon strain gauge processed by ion implantation. The thickness of the silicon strain gauge was polished by CMP under 100 ${\mu}M$. The 10 mm diameter SUS630 diaphragm was designed for loads up to 10 kg with 300 ${\mu}M$ of diaphragm thickness. The load cell was successfully tested, the variation of ${\Delta}$R(%) of four points on the silicon strain gauge is good linearity properties and sensitivity.

A Study on Measurement of Prestressing Force in PSC Girder using Electrical Resistance Strand Meter (전기저항식 스트랜드미터를 이용한 PSC거더 강연선의 긴장력 측정에 관한 연구)

  • Han, Jong Wook;Lee, Kyu Wan;Jung, Dae Sung;Kim, Choong Eon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.6
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    • pp.1723-1730
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    • 2014
  • The use of strand wire in structure has been increased by the recent development of construction technologies. Until now, in spite of difficult problems in measuring strand stresses within PSC girders, indirect estimation with a load cell or accelerometer has been often used. In this paper, the electrical resistance strand meter for effective measurement of strand stresses is proposed with experiments considering material, location and thickness of sensor. The reliability and feasibility of the strand meter is enhanced through the experiment with 29.9m PSC girder.

Cable Tension Measurement of Long-span Bridges Using Vision-based System (영상처리기법을 이용한 장대교량 케이블의 장력 측정)

  • Kim, Sung-Wan;Cheung, Jin-Hwan;Kim, Seong-Do
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.2
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    • pp.115-123
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    • 2018
  • In a long-span bridge, the cables are important elements that support the load of the bridge. Accordingly, the cable tension is a very important variable in evaluating the health and safety of the bridge. The most popular methods of estimating the cable tensions are the direct method, which directly measures the cable stresses using load cells, hydraulic jacking devices, etc., and the vibration method, which inverses the tensions using the cable shapes and the measured dynamic characteristics. Studies on the use of the electromagnetic (EM) sensor, which detects the magnetic field variations caused by the change in the stress of the steel in the cable, are increasing. In this study, the lift-off test, the EM sensor, and the vibration method (Vision-based System and Accelerometer) were used to measure cable tension, and their results were compared and analyzed.

Development of IoT-based Can Compactor/PET Bottle Crusher Management System (IoT 기반의 캔/PET병 압착파쇄기 관리시스템 개발)

  • Dae-Hyun Ryu;Ye-Seong Kang;Tae-Wan Choi
    • The Journal of the Korea institute of electronic communication sciences
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    • v.18 no.6
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    • pp.1239-1244
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    • 2023
  • In this study, we developed an IoT-based management system to manage a can/PET crusher. Various sensors such as two load cells, DHT22 temperature and humidity sensor, and fine dust meter were interfaced with ESP32 to construct an IoT device, and a management server was built using Node-RED. The system monitors the weight of pressed cans and shredded PET bottles in real time and sends a text message to the manager when the weight exceeds the predetermined threshold for timely collection. The results of the operational test confirmed that the system provides accurate monitoring and efficient notification functions, and offers the possibility of solving environmental problems by improving the efficiency of waste management such as cans and PET bottles.

Logistics Sorting System using Autonomous Driving Robot (자율주행 로봇을 이용한 물류 자동분류 시스템)

  • Kim, Tae-Sun;Kim, Sang-Hyeok;Kim, Ki-Hun;Oh, Yong-Teak;Lee, Jae-Hong;Jo, Woo-Bin;Kim, Kyung-Ho
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2021.07a
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    • pp.491-492
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    • 2021
  • 현대사회의 물류 현장에서 근로자가 직접 물류를 분류하는 작업을 하거나 상하차 작업을 진행하고 있다. 본 논문에서 제안하는 자율주행 로봇을 이용한 물류 분류 시스템은 물류 운반 로봇과 컨베이어 벨트로 구성된다. 물류 운반 로봇은 경로 설정 및 장애물 감지가 가능한 자율주행 기능을 가지며, 컨베이어 벨트는 하차된 물류의 무게 측정과 배송 가격을 표시하는 기능을 가진다. 본 연구의 결과는 근로자들의 노동 강도와 육체적 또는 정신적인 피해로 인해 발생하는 산업재해의 발생률을 감소시킬 수 있는 기대와 심야 시간에 부족한 인력을 보충하여 24시간 물류센터를 가동할 수 있는 가능성을 가진다.

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Load Transfer Characteristics of the 7-wire strand using FBG Sensor Embedded Smart Tendon (FBG센서가 내장된 스마트 텐던을 이용한 7연 강연선의 인발 하중전이 특성)

  • Kim, Young-Sang;Suh, Dong-Nam;Kim, Jae-Min;Sung, Hyun-Jong
    • Journal of the Korean Society of Hazard Mitigation
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    • v.9 no.5
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    • pp.79-86
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    • 2009
  • With the substantial increase of the size of structure, the management of excavation becomes more difficult. Therefore, massive collapses which are related to retaining wall recently increase. However, since the study on measuring and monitoring the pre-stressing force of anchor is insufficient, behavior of anchor may not be predicted and monitored appropriately by the existing strain gauge and load cell type monitoring system. FBG Sensor, which is smaller than strain gauge and has better durability and does not have a noise from electromagnetic waves, is adapted to measure the strain and pre-stressing force of 7-wire strand, so called smart tendon. A series of pullout tests were performed to verify the feasibility of smart tendon and find out the load transfer mechanism around the steel wire tendon fixed to rock with grout. Distribution of measured strains and estimated shear stresses are compared with those predicted by theoretical solutions. It was found that developed smart tendon can be used effectively for measuring strain of 7-wire strand anchor and theoretical solutions underestimate the magnitude of shear stress and load transfer depth.

Research on soil composition measurement sensor configuration and UI implementation (토양 성분 측정 센서 구성 및 UI 구현에 관한 연구)

  • Ye Eun Park;Jin Hyoung Jeong;Jae Hyun Jo;Young Yoon Chang;Sang Sik Lee
    • The Journal of Korea Institute of Information, Electronics, and Communication Technology
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    • v.17 no.1
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    • pp.76-81
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    • 2024
  • Recently, agricultural methods are changing from experience-based agriculture to data-based agriculture. Changes in agricultural production due to the 4th Industrial Revolution are largely occurring in three areas: smart sensing and monitoring, smart analysis and planning, and smart control. In order to realize open-field smart agriculture, information on the physical and chemical properties of soil is essential. Conventional physicochemical measurements are conducted in a laboratory after collecting samples, which consumes a lot of cost, labor, and time, so they are quickly measured in the field. Measurement technology that can do this is urgently needed. In addition, a soil analysis system that can be carried and moved by the measurer and used in Korea's rice fields, fields, and facility houses is needed. To solve this problem, our goal is to develop and commercialize software that can collect soil samples and analyze the information. In this study, basic soil composition measurement was conducted using soil composition measurement sensors consisting of hardness measurement and electrode sensors. Through future research, we plan to develop a system that applies soil sampling using a CCD camera, ultrasonic sensor, and sampler. Therefore, we implemented a sensor and soil analysis UI that can measure and analyze the soil condition in real time, such as hardness measurement display using a load cell and moisture, PH, and EC measurement display using conductivity.

Comparisons of Water Behavior and Moisture Content between Rockwools and Coir used in Soilless Culture (무토양재배용 암면과 코이어 배지의 수분 이동 및 함수율 특성 비교)

  • Shin, Jong Hwa;Son, Jung Eek
    • Journal of Bio-Environment Control
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    • v.24 no.1
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    • pp.39-44
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    • 2015
  • To improve crop productivity with optimal water management in soilless culture, the information of physical characteristics of the root medium including water behavior should be required. The objectives of this study were to analyze the physical characteristics including hydraulic properties of the root media commercially used and to analyze the relationships between actual moisture content and measured one by FDR sensor. The weight of the medium was measured by load cell for calculating the actual moisture content. The accuracy of the moisture content measured by FDR sensor was obtained by comparing with the actual one. The water holding capacity of the coir was lower than those of the rockwool due to the features of large and rough particles of the coir. The moisture content measured by FDR sensor showed large difference from the actual moisture contents measured by loadcell, indicating that the calibration of FDR sensor is needed before starting measurement. The optimum range of moisture content for irrigation control was narrow in the coir than the rockwool due to the lower water holding capacity and rehydration capability of the coir. The results of this study can be useful in establishing adequate irrigation strategies in the soilless culture.

Development and Evaluation of the Auditory Feedback Gait Training System Induced Symmetrical Weight-Bearing in Hemiplegic Patients (편마비 환자의 대칭적 체중부하 유도를 위한 청각적 피드백 보행훈련 시스템 개발 및 평가)

  • Kwon, Y.C.;Lee, H.J.;Tae, K.S.
    • Journal of rehabilitation welfare engineering & assistive technology
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    • v.6 no.2
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    • pp.23-30
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    • 2012
  • In this study, we developed a wireless rehabilitation auditory feedback gait training system for symmetrical weight-bearing in patient with CVA. The device consists of an instantaneous shoe equipped with two load-cell sensors. Auditory feedback can be applied according to the weight-bearing. For gait patterns analysis, cadence, walking velocity, stance/swing phase ratio and gait cycle were examined. The clinical test with six healthy volunteers and two hemiplegic patients was performed applying the auditory feedback system. Both normal subjects and hemiplegic patients were increased strength on weight-bearing in affected limb, walking velocity, and cadence after biofeedback device. Also, the stance time with weight-bearing was increased while the swing time was decreased in gait phase. It can be expected that by using the feedback system, the patient with lower limb disorder will be able to reach a better quality of weight-bearing during gait.

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Load transfer mechanism due to tunnel excavation in the jointed sandy ground (불연속면을 포함한 사질토 지반에서 터널 굴착에 따른 하중전이)

  • Lee, Sang-Duk;Kim, Yang-Woon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.5 no.3
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    • pp.217-226
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    • 2003
  • This study is focused on the finding out load transfer mechanism in the ground near the tunnel during tunnel excavation in the jointed sandy ground. Laboratory model tests were performed on various cases of the overburden heights above tunnel crown, location, and degree of discontinuity planes. For model tests, a movable plate was installed in the midst of the bottom of sandy ground. This plate, moving downwards, was intended to model the stress relaxation during tunnel excavation. The load transfer was measured at the fixed separated bottom plates adjacent to the movable plate. As the result, the loosening zone and the load-transfer form around the tunnelling site were affected by the overburden height and the characteristics of discontinuous planes. And large loosening zone was developed along the discontinuous planes which were close to the tunnel.

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