• Title/Summary/Keyword: 건설 리프트

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Development of the Model Using Queueing Theory for Lifting Planning in Tall Buildings (큐잉이론을 이용한 고층건물 가설리프트 계획모델 구축에 관한 연구)

  • Lee, Hak-Ju;Kim, Dae-Won;Cho, Hun-Hee;Kang, Kyung-In
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2008.11a
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    • pp.628-633
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    • 2008
  • Tall building construction has been increasing due to the need to maximize land usage. It causes the increase of vertical transportation for workers and materials, which significantly affects the productivity and lifting planning, therefore, has to be made carefully based on the characteristics of the field. However, the existing method to calculate the number of lift is too simple to consider complex and various characteristics in tall building construction. Accordingly, we developed the model for selecting the best system of vertical transportation by using Queueing theory. To find out the situation of the queue of resources such as material and workers, a simulation program will be applied.

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A study of Performance Requirement for Energy-Regenerative Lift (회생에너지 재생시스템을 적용한 건설용 리프트의 요구성능 도출)

  • Won, Myeungkyun;Lim, Hyunsu;Lee, Myungdo;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2011.05a
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    • pp.205-206
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    • 2011
  • Various studies on energy saving for construction sites have been carried out and some construction machines using motors have installed regenerative systems such as elevators and excavators. The construction lift also uses motors and generates more regenerative energy when the lifts descend because lifts convey many construction materials and workers. For this reason, it is possible to apply the regenerative system to the construction lift. However, if the system is applied without considering the lift's characteristics, the new development would fail; we therefore need to propose a performance requirement. Thus, the purpose of this study is to propose a performance requirement for the energy-regenerative lift prior to developing the energy-regenerative lift.

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Study on Optimization for Construction Vertical Lifting with Transfer Operation for Super High-rise Buildings (초고층 건축공사의 리프트 수직 환승운영 최적화 방안 연구)

  • Moon, Jooyong;Park, Moonseo;Lee, Hyunsoo;Jung, Minhyuk
    • Korean Journal of Construction Engineering and Management
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    • v.15 no.6
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    • pp.53-62
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    • 2014
  • Recently, the number of super high-rise building projects have been increased after recovering from international financial crisis. In super high-rise building project, vertical lifting is critical to overall project productivity, due to its limited lifting equipments. Also for projects which buildings' height are higher than 400m, transfer operation in lifting is inevitable because of lifts' maximum lifting height. In transfer operation, setting a transfer floor is essential for saving lifting time of resources. In this research, using discrete event simulation modeling with AnyLogic 7.0 software and metaheuristic optimization with OptQuest software, the method of optimizing a transfer floor for workers during the morning peak time is proposed. Comparing to the result of the case which transfer floor is designated to the middle floor, setting optimized transfer floor significantly decrease the total lifting time of workers. By using proposed simulation and optimization tool, saving budget and time through increasing available working hour is expected.

Development of An Optimal Call-response Algorithm of Construction Lift for High-rise Building Construction (초고층 건설용 리프트의 최적 호출 응답 알고리즘 개발)

  • Ahn, Heejae;Lee, Dongmin;Kim, Taehoon;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2018.05a
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    • pp.6-7
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    • 2018
  • Although the importance of the construction lift is increasing, no improvements are being made to its operating system. This study proposed an optimal call-response algorithm of the construction lift for high-rise building construction by using image sensing technology, height measuring sensor, and load cell. This algorithm makes turn-around decision of the construction lift by considering the information and the number of user. It occurs when the call comes from a floor where the construction lift already have passed. The purpose of this study is to reduce the total latency of the construction lift user. Furthermore, it is possible to prevent delay in construction duration by carrying out a priority operation of the construction lift for the critical workforce.

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The Development of Simulation Model for Calculating Hoisting Time of Double-Cage Construction Lift in Supertall Building Construction (Double-Cage 건설용 리프트의 양중시간 산정을 위한 시뮬레이션 모델 개발)

  • Kim, Wansoub;Lee, Dongmin;Cho, Hunhee;Kang, Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2016.05a
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    • pp.64-65
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    • 2016
  • According to the recent increase in the height of supertall buildings, construction lift became one of most important equipment for vertical transportation of resources. However, increase in lifting load during peak time in which the resources are concentrated often causes a risk of construction delay. This study suggests a concept of Double-Cage construction lift, which is a lift with two cages attached together allowing transportation of resources on two consecutive work floors simultaneously. The aim of this study is to present a simulation model suitable for calculating hoisting time of Double-Cage construction lift. The proposed model is expected to be utilized when applying Double-cage construction lift for its efficient operation and management.

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Dynamic Characteristic of Truss Type Lift Gate by Model Tests (모형실험에 의한 트러스형 리프트 게이트의 진동 특성)

  • Lee, Seong Haeng;Shin, Dong Wook;Kim, Kyoung Nam;Jung, Kyoung Sup
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.6A
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    • pp.337-345
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    • 2012
  • A model test is performed to investigate the dynamic behavior of truss type lift gate which is being constructed by the four major rivers project. The gate dimensioned 40 m in width, 9m in height is scaled with the ratio of 1:25 and is made of acryl panel and supplemented weight by lead in the concrete test flume dimensioned 1.2 m in width, 0.5 m in height and 30m in length. Firstly natural frequencies of the model gate are measured and compared with the numerical results for the calibration. The amplitudes of the vibration are measured under the different gate opening, upstream water level conditions. Also models with bottom angle $20^{\circ}$, $35^{\circ}$ and $50^{\circ}$ are tested and compared to find out a proper shape of bottom structure which minimizes the gate vibration. These test results presents a basic data for the guide manuals of gate management and a design method to reduce the gate vibration of truss type lift gate.