• Title/Summary/Keyword: 시공자재

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4D CAD Drawings based on Marker-based Augmented Reality (마커 기반 증강현실 4D CAD 도면)

  • Kim, Hongjo;Kim, Changyoon;Jeong, Hoyoung;Ha, Sooji;Kim, Kinam;Kim, Hyoungkwan
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.4
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    • pp.30-40
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    • 2015
  • Two-dimensional drawings are widely used as a communication tool in the construction industry, but they are still hard to be understood by engineers with less experience. A four dimensional CAD drawing is presented based on marker-based augmented reality, for visual assistance, detailed information, and prevention of misunderstanding among users. The developed drawing enables the users to easily understand its contents through the functions augmenting components, providing detailed construction information, and simulating construction process, using the marker in a 2D drawing. A questionnaire-based survey validates the capability of the developed drawing that it improves inexperienced engineers' understanding of the drawings.

Visualization and Optimization of Construction Schedule Considering the Geological Conditions in the Complicated Underground Cavern (지하비축기지 건설시 지질조건을 고려한 건설공정의 가시화와 최적화 사례)

  • Choi, Yong-Kun;Park, Joon-Young;Lee, Sung-Am;Kim, Ho-Yeong;Lee, Hee-Suk;Lee, Seung-Cheol
    • Tunnel and Underground Space
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    • v.19 no.3
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    • pp.167-173
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    • 2009
  • Underground storage cavern is known as the most complicated underground project because of the complexity of construction schedule, tunnel size, and geological problems. In order to optimize the construction schedule of underground storage cavern, two up-to-date technologies were applied. The first technology was 3 dimensional visualization of complicated underground structures, and the second was 4 dimensional simulation considering construction resources, geological conditions and construction schedule. This application case shows that we can achieve optimized construction schedule in the ways to optimize the number of work teams, fleets, the sequence of tunnel excavation, the commencement time of excavation and the hauling route of materials and excavated rocks. 3 dimensional modeling can help designer being able to understand the status of complicated underground structures and to investigate the geological data in the exact 3 dimensional space. Moreover, using 4 dimensional simulation, designer is able to determine the bottle neck point which appear during hauling of excavated rocks and to investigate the daily fluctuation in cost.

Method to Acquire Safety of Work Spaces by Ensuring Proper Ratio of Visibility of Unsafe Factors in Building Construction Sites (건설현장 위험요소의 관측비율분석에 의한 작업공간의 안전성 확보방안)

  • Choi, Heebok;Jang, Myung-Houn
    • Journal of the Korea Institute of Building Construction
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    • v.13 no.6
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    • pp.557-564
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    • 2013
  • Unsafe and dangerous factors or environments on building construction sites often cause safety accidents. Sometimes, accidents happen despite the existence of warning and caution signs. Such warning signs are likely to be hidden by stacked materials or temporary facilities on site. If workers cannot see the signs when moving or working, they could be injured, sometimes fatally. Many studies have focused on each worker's position, and various systems have been developed using GPS signals and sensors. This paper suggests a method for identifying the problem of worker inability to see the unsafe factors, to manage the problem in the construction planning phase by considering things from the worker's perspective. The method uses CAD software to investigate the relation between the height of stacked materials and the visible ratio of the unsafe factor. The results of a sample project show that the changes in the height and location of stacked materials make the site safer.

An RFID and BIM based Simulator for Construction Material Logistics and Progress Management (RFID와 BIM을 활용한 건설 자재 물류 및 진도관리 시뮬레이터 개발)

  • Yoon, Su-Won;Chin, Sang-Yoon
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.5
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    • pp.46-54
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    • 2011
  • There have been research and developments for effective and efficient logistics and progress management in a construction project. Among them, RFID+4D has been developed for the supply chain management of long-lead item materials such as steel component, precast concrete component and curtain wall by integrating RFID with 4D CAD. And the feasibility of RFID+4D has been verified and validated and the benefits in terms of time and cost were shown in several case studies. However, the previous development of RFID+4D has not been adapted widely because of additional modeling cost, non-real time data update, additional labor for data update, and so forth. Therefore, this research has proposed a framework and process for solving these problems. And the web based simulation system has been developed and verified based on the proposed framework. The proposed framework and process can improve the existing RFID+4D system in a construction project by saving its operation cost and utilizing project information more efficiently and effectively. Also it is expected that the proposed framework could be applied to a method transferring design RIM data to construction BIM data.

A Study on the Structural Development of the Old Korean Girder Bridges (현존(現存) 한국(韓國) 고대항교(古代桁橋)의 구조적(構造的) 발달(發達)에 관한 연구(硏究))

  • Hwang, Hak Joo;Kim, Keun Sob
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.10 no.1
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    • pp.81-86
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    • 1990
  • This study aims to systemize the developement of the domestic girder bridges, and to contribute to the future construction of our own bridges. Bridges are analyzed by grouping them in terms of construction time and structural component. The bridges, which were constructed during the first era of Goryeo-dynasty, have no distinction between main beams and stone deck. Form the latter era of Goryeo-dynasty, the structure of the bridges began to seperate into main beams and stone deck in order to enlarge the width and span length. The bridges, which were constructed during the Chosun-dynasty, were constructed using modulized material, and are considered to be built by structural design concept. Their construction materials became larger due to the development of transportation method. The superstructure of the old Korean bridges became more complicated in contrast to simplification of the substructures.

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A Modern Interpretation of the Resources Required for the Construction of Paldal-mun in the Joseon Dynasty through the Analysis of HwaSungSungYouk-EuGye (화성성역의궤 분석을 통한 조선시대 팔달문 건설 소요자원의 현대적 해석)

  • Kim, Kyoon-Tai
    • Journal of the Korea Institute of Building Construction
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    • v.21 no.6
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    • pp.641-652
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    • 2021
  • Although detailed information on the construction of Hwasung was recorded in the Hwasungsungyouk-eugye, analysis and evaluation from the perspective of modern construction management were limited. Therefore, in this study, construction management related information such as time, cost, and manpower was analyzed for Paldal-mun. The main work involved in the construction of Paldal-mun was foundation work and masonry work, and the total construction period was 6 months, with the overall construction progressing very quickly. The total cost of the construction of Paldal-mun was about 52,423 Nyong, which can be divided into about 15,9332 Nyang for materials and 36,4901 Nyang for labor cost. Converting these to present value, the material cost is about 1.1 billion won and the labor cost is about 2.5 billion won, and the sum of these is about 3.6 billion won. In the future, we plan to conduct additional research in this area such as deriving detailed input manpower related to the work period for each type of work.

Research and development of a three-stage door binder to improve the fire resistance of fire doors (방화문의 내화성능 향상을 위한 3단 문 결속기 연구개발)

  • Lim, Bo-Hyeok;Lee, Joo-Won;Cho, Dong-Hwan;Lee, Hae-Yeol
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.157-158
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    • 2023
  • Doors that are opened and closed when entering or exiting a general building are connected to the door frame and open and close. They are equipped with door locking devices of various structures, and are either locked to the door frame for the closing operation or released from the door frame for the opening and closing operation. Here, a single-stage door binding device having a door latch that is independently disposed at the center of one axis of the door is commonly used. On the other hand, if the size of the door is over a certain size or if the door is medium to large, the opening and closing operation may not be performed smoothly with only a single stage binder, or the closing state may not be achieved stably during the closing operation. In particular, in the case of the single-stage binding device provided in medium to large fire doors, the door is fixed to the door frame unstable, causing fatal errors in the fire prevention function of the fire door. Accordingly, in order to fundamentally solve these problems, we researched and developed a three-stage door binding machine that combines a top and bottom fastening structure with a single-stage fastening structure. This 3-stage door binder not only has the fire resistance performance of a fire door, but also has a T-shaped terminal in its fastening method, so if you eliminate the upper and lower fastening, it is a 1-stage binder like a regular product, but if you remove the door latch of the 1st-stage binder, it functions as an upper and lower 2-stage binder and forms a single mold. We researched and developed a three-stage door binder that can manufacture and produce three products at the same time, satisfying both product performance and price.

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Prediction of UDPSC Bridge's Maintanence Cost based on Life Cycle Cost Analysis (LCC 분석에 기초한 UDPSC 교량의 유지관리비 예측에 관한 연구)

  • Shim, Bo-Hyun;Lee, Heung-Chol;Woo, Sung-Kwon
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2006.11a
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    • pp.638-641
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    • 2006
  • In this paper, A calculating cost method of maintenance and repair for bridge which is built up by new construction technique named Up-Down Precast Concrete(UDPSC). After 2000, 109 Bridges which are using UDPSC technique have been built up, 37 bridges's construction work are processing, and 194 designs are presented for construction. Because this technology has developed recently, there are few field data for analyzing the maintenance and repair cost. Therefore, the maintenance and repair cost is computed using Construction and Transportation Ministry's guide line for computation and former research's data.

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Crafting a Quality Performance Evaluation Model Leveraging Unstructured Data (비정형데이터를 활용한 건축현장 품질성과 평가 모델 개발)

  • Lee, Kiseok;Song, Taegeun;Yoo, Wi Sung
    • Journal of the Korea Institute of Building Construction
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    • v.24 no.1
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    • pp.157-168
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    • 2024
  • The frequent occurrence of structural failures at building construction sites in Korea has underscored the critical role of rigorous oversight in the inspection and management of construction projects. As mandated by prevailing regulations and standards, onsite supervision by designated supervisors encompasses thorough documentation of construction quality, material standards, and the history of any reconstructions, among other factors. These reports, predominantly consisting of unstructured data, constitute approximately 80% of the data amassed at construction sites and serve as a comprehensive repository of quality-related information. This research introduces the SL-QPA model, which employs text mining techniques to preprocess supervision reports and establish a sentiment dictionary, thereby enabling the quantification of quality performance. The study's findings, demonstrating a statistically significant Pearson correlation between the quality performance scores derived from the SL-QPA model and various legally defined indicators, were substantiated through a one-way analysis of variance of the correlation coefficients. The SL-QPA model, as developed in this study, offers a supplementary approach to evaluating the quality performance of building construction projects. It holds the promise of enhancing quality inspection and management practices by harnessing the wealth of unstructured data generated throughout the lifecycle of construction projects.

Organizational Approach for Enhancing the Performance of High-Rise Building Projects (초고층 건축프로젝트의 성과 향상을 위한 조직차원의 접근방법)

  • Hong Young-Tak;Song Sang-Hun;Lee Hyun-Soo
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2004.11a
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    • pp.271-276
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    • 2004
  • In recent years, many high-rise buildings have been constructed for the purpose of redevelopment of urban environments in Korea. However, generally the construction durations do not increase in proportion to the number of the floors or the height of the building. So new materials, equipments, and methods are applied to high-rise building construction in order to overcome this problem. In most cases, applying these new resources is considered mainly as the technical issue, and the organizational aspects of this is frequently overlooked. This study discussed the performance variance in time and identified the causes of time variance in high-rise building construction from organizational viewpoint .

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