• Title/Summary/Keyword: 타워크레인

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Efficiency Analysis of Tower Crane Lifting Work for Project Management of Construction (건축공사의 공정관리를 위한 타워크레인 양중 효율성 분석)

  • Bae, Jeong-Hyeon;Kim, Ki-Hyuk;Lee, Donghoon
    • Journal of the Korea Institute of Construction Safety
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    • v.2 no.2
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    • pp.63-69
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    • 2019
  • Building Construction projects are getting higher and larger. Therefore, the use of Tower Crane, which is more productive than any other lifting plan shows a trend of continuous increases. However as equipment for transporting heavy goods, are is too expensive for the monthly rent and used inefficiently for construction. site so it is analyzed that it has problems of reducing productivity and efficiency of lifting work. Inefficient situations are arising like poor communications between operator and worker, occurrence of blind spots, securing the shortest distance of fire during movement after lifting plan, influences of weather, location of materials, movement radius of tower crane by each locations and ever-changing working environments. Therefore, in this study, we first made a list of tower cranes that are inefficiently used at the site, and then we made a checklist. After that, through field visits, we derived checklist for Tower Crane to comprehensive data value.

Method to Select Tower Cranes Using Augmented Reality in Smart Devices (스마트 기기의 증강현실을 이용한 타워크레인 선정방안)

  • Ryu, Han-Guk;Choi, Heebok;Jang, Myung-Houn
    • Journal of the Korea Institute of Building Construction
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    • v.14 no.5
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    • pp.407-413
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    • 2014
  • Appropriate selection of lifting equipments for a high-rise building construction project is one of the important factors to the project's success. Proper position of a tower crane on a construction site is so important to be determined by an expert or an experienced construction manager who draws working range of a tower crane and moves it over 2D(dimensional) site layout plan. 3D CAD, BIM, and virtual reality are is used for building design and construction, but it is not usual to use them for temporary facility planning or selection of a tower crane. This study proposes a suitable method to use augmented reality to select proper position of tower cranes. An augmented reality prototype is implemented by Vuforia and Unity 3D on a smart device to verify the practicability of the proposed method. The prototype application installed on a smart device shows several tower cranes on different markers in a real architectural drawing to locate the proper tower crane.

Automation of Tower Cranes based on Optimal Control Method (최적 제어법에 의한 타워크레인의 자동화에 관한 연구)

  • Lee, Jin-Woo;Kim, Sang-Bong
    • Journal of the Korean Society of Safety
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    • v.8 no.4
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    • pp.213-222
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    • 1993
  • This paper is concerned with automation of tower cranes in view of the robust control of tower crane during take-off, load hoisting, load lowering and landing. The model equation of the tower crane is induced by using Lagrange's equation and it is linearized at equillibrium point. The control is realized by adopting the optimal regulator method. The effectiveness is proved through the experimental results for the oscillation control of cargo rope and the position controls of trolley and boom by the implementation of digital control using 16 bits microcomputer for the designed optimal control law.

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A Study of the Tower Crane Hoisting Time Estimation Simulation Model with Climate Element for the High-Rise Building Construction (기후요소를 고려한 초고층 건설공사의 타워크레인 양중시간 예측 시뮬레이션 모델)

  • Yang, Kanghyeok;Lee, Hyun-Soo;Park, Moonseo;Jung, Minhyeok;Hwang, Sungjoo
    • Korean Journal of Construction Engineering and Management
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    • v.14 no.2
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    • pp.96-107
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    • 2013
  • Tower crane hoisting plan is one of the key element for the success of entire High-Rise Building construction. Hoisting time is the basic factor to appropriate hoisting plan which need to the hoisting load estimate and tower crane selection. With this reason, accurate hoisting time is needed to the proper hoisting plan. The current hoisting time estimation for High-Rise Building focus on the hoisting cycle time estimation with historical data. However, this method underestimated the external influences like environmental factor. Thus, this paper aims to develop the hoisting time estimation model with discrete event simulation which include the wind influences with certain height. According to the simulation result, the hoisting time which applied wind influence is increasing with height growth. Because of the high speed wind, the upper area of building has more operation delay time than the mechanical operation time. Seoul, the research area, has the most fastest wind speed on April and the least on October. Due to these differences of wind speed, the hoisting time is estimated with significant differences between April and October. This hosting time estimation model would be used for estimating the influence of wind. Moreover, this could apply to make the realistic hoisting plan.

A Quantitative Risk Analysis of Related to Tower Crane Using the FMEA (타워크레인의 정량적 위험성 평가가법에 관한 연구(FMEA 기법 위주))

  • Shim, Kyu-Hyung;Rie, Dong-Ho
    • Journal of the Korean Society of Safety
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    • v.25 no.6
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    • pp.34-39
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    • 2010
  • The purpose of this study is to suggest objective evaluation model as a plan to utilize as opportunity in establishing judgment standard of mutual inspection criteria and to upgrade inspection ability by reviewing and analyzing level of danger and importance in advance based on inspection results of inspection institutions regarding tower cranes used in construction fields. Tower crane is a mechanical device transporting construction supplies and heavy materials to places over 20~150M high from the ground for the period ranging from a short time of 2~3 months to two years after being installed in construction sites in vicinity of buildings or structures and is an important facility indispensable for construction sites. However, since use period after installation is short and professional technical ability of technicians working on-site about of tower crane is poor, systematic and quantitative safety management is not carried out As a part of researches on procedure of RBI(Risk Based Inspection) possible to apply to Knowledge Based System based on knowledge and experiences of experts as well as to tower cranes for solving these problems, quantitative RPN(Risk Priority Number) was applied to RPN utilizing technique of FMEA(Failure Mode and Effect Analyses). When general RBI 80/20 Rule was applied parts with high level of risks were found out as wire rope, hoist up/down safety device, reduction gear, and etc. However, since there are still many insufficient parts as risk analyses of tower crane were not established, it is necessary for experts with sufficient experiences and knowledge to supplement active RBI techniques and continuous researches on tower cranes by sharing and setting up data base of important information with this study as a starting point.

A Study on Virtual Environment Platform for Autonomous Tower Crane (타워크레인 자율화를 위한 가상환경 플랫폼 개발에 관한 연구)

  • Kim, Myeongjun;Yoon, Inseok;Kim, Namkyoun;Park, Moonseo;Ahn, Changbum;Jung, Minhyuk
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.4
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    • pp.3-14
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    • 2022
  • Autonomous equipment requires a large amount of data from various environments. However, it takes a lot of time and cost for an experiment in a real construction sites, which are difficulties in data collection and processing. Therefore, this study aims to develop a virtual environment for autonomous tower cranes technology development and validation. The authors defined automation functions and operation conditions of tower cranes with three performance criteria: operational design domain, object and event detection and response, and minimum functional conditions. Afterward, this study developed a virtual environment for learning and validation for autonomous functions such as recognition, decision making, and control using the Unity game engine. Validation was conducted by construction industry experts with a fidelity which is the representative matrix for virtual environment assessment. Through the virtual environment platform developed in this study, it will be possible to reduce the cost and time for data collection and technology development. Also, it is also expected to contribute to autonomous driving for not only tower cranes but also other construction equipment.

Exploring Structural Stability using Arduino for the Prevention of Tower Cranes' Safety Accident : focused on ardu (타워크레인의 안전사고 예방을 위한 아두이노 기반 구조적 안정성 탐색)

  • Kim, Jun-Seok;Lee, Won-Hee;Kim, Sungae
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2019.05a
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    • pp.27-31
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    • 2019
  • Various safety accidents occur frequently at construction sites due to poor operation of construction machines and insufficient safety facilities. Among them, safety accidents on the Tawerkrain have resulted in massive casualties and property damage. Therefore, the purpose of this study is to develop safety devices to prevent safety accidents in the Tower Crane. To this end, the existing safety device was explored and the model of the Tower Crane was constructed using Arduino. The weight of the object, the weight of the pendulum, and the distance from the center axis, as well as the equation of turning and experimentation, suggested mobile weights as a safety device to identify and resolve problems with existing safety devices. This is expected to minimize the limit on the salvage distance of the tower crane, thus providing a safer working environment away from the risk of a safety accident.

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An Optimal Design Algorithm of Pile Supported Foundations of Tower Cranes (타워크레인의 파일기초 최적설계 알고리즘 개발)

  • Ryu, Sang-Yeon;Seo, Deok-Seok;Kim, Sun-Kuk
    • Journal of the Korea Institute of Building Construction
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    • v.9 no.5
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    • pp.95-101
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    • 2009
  • As buildings increase in height, lifting plans are becoming increasingly important on construction sites. As a critical piece of load-lifting equipment, the tower crane deserves a well thought-out stability review, since it has a significant impact and is very vulnerable to structural safety disaster. To ensure the structural stability of a tower crane, its lateral support or pile supported foundation designs must include consideration for stability, and pile foundation must be used if site conditions prevent soil from providing the required bearing capacity, or prevent the foundation from being increased to the required extent. Pile supported foundation design requires thorough and systematic review, as more stability parameters need to be considered than with an independent foundation. This paper intends to develop an optimal design algorithm that can minimize associated costs while ensuring the fundamental stability of pile supported foundation design, limiting the scope of research to fixed-type trolley tower cranes using pile supported foundations. The findings herein on pile foundation stability review parameters, process and optimal design are expected to improve the operational efficiency of staff concerned, and reduce the time and efforts required for pile foundation design.