• Title/Summary/Keyword: Construction Environments

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A Study on ERP construction in Small & Medium Enterprises by using SMERP (SMERP를 이용한 중소기업의 ERP 구축 방법 연구)

  • 김학식;염인순;이창호
    • Proceedings of the Safety Management and Science Conference
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    • 2003.11a
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    • pp.97-103
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    • 2003
  • In recent years, environments of business are changing due to epoch-making development of information technology and the advent of digital economy ages. It is an active confrontation as to the environments for information. Unlike the large scale enterprises in those days, hower, many small & medium enterprises especially the enterprises which are engaged in the manufacturing industry-aren't participate in information's rank due to the lack of funds, manpower, insufficient management environments, and manager or staff's lack of cognition as to information. So, this paper make a base of establishment for ISP through the establishment of ERP that is used to management activity for small & medium manufacturing enterprises. A way for small & medium enterprises' ERP construction is SMERP S/W for the small & medium enterprises' ERP package which is offered by the Korea chamber of commerce & industry. And, that is applied to the real management environment.

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Conceptual Design of Remote Precise Installation System for Bridge Girders (교량용 거더 원격 정밀거치 시스템 개념 설계)

  • Lee, Sangyoon;Park, Youngsoo;Lee, Sangwon;Chung, Taeil;Song, Jaejoon
    • The Journal of Korea Robotics Society
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    • v.16 no.3
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    • pp.199-206
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    • 2021
  • The robot is an effective means to perform repetitive tasks quickly and accurately. It could be more effective in dangerous environments where human is difficult to access. The construction site is a dangerous environment with a high possibility of industrial accidents where heavy work is frequently carried out at a high place. In particular, an accident in the construction site is highly likely to lead to a severe disaster. Of course, various technologies are being developed to monitor the safety of workers in construction sites and prevent accidents, but there is a limit to eliminate the risk of accidents. Therefore, it is necessary to make efforts to replace workers exposed to dangerous environments with equipment or robots that could be controlled remotely in a more active way. In this study, Remote Precise Installation System was proposed to replace the workers exposed to the risk of accident at a high place during the bridge construction. Also, the conceptual design and analytical reviews of this system were carried out. Suppose Remote Precise Installation System is developed according to the derived concept and the target performance. In that case, this system is expected to be applied as a technology that can effectively replace the workers at the bridge construction site.

The Effects of Curing Environment and Submerged Pump Pressure on the Strength of High-Strength Grout (양생환경 및 수중펌프압송이 고강도 그라우트의 강도에 미치는 영향)

  • Kim, Beom-Hwi;Son, Da-Som;Yi, Chong-Ku
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.191-192
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    • 2023
  • In recent years, the use of high-strength grout has gained popularity in offshore wind power generation complexes for facility foundations and bridges. These marine wind farms require support for horizontal loads from wind and waves. To ensure the strength of the grout produced in environments similar to the actual placing site, this study investigated the curing of high-strength grout discharged through pump pressure in various environments, and examined the difference in strength according to different variables. Compressive strength measurements revealed that the core specimen collected from the bottom (3cm) and uppermost (50cm) of the specimen exhibited lower strength compared to other height specimens, while the core specimen obtained from the corner exhibited lower strength compared to the center. These findings suggest that the strength difference between the center and the corner is more pronounced when curing at low temperatures. This effect is greater than the strength reduction that typically occurs during low-temperature curing, and thus, necessitates careful attention in similar construction environments.

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A Study on the Development of the Safety Management System on Construction Sites in the Cloud Computing Environments (클라우드 컴퓨팅 환경에서의 건설현장 안전관리시스템 개발 방안 연구)

  • Jeong, Seong Yun;Kim, Byung Kon;Choi, Won Sik;Na, Hei Suk
    • Proceedings of the Korea Contents Association Conference
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    • 2012.05a
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    • pp.417-418
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    • 2012
  • 최근 국내외적으로 관심이 높은 클라우드 컴퓨팅기반으로 안전사고 예방 대응과 관제 모니터링시스템과 안전관리업무를 지원하는 시스템을 개발하기 위한 방안을 제시하였다.

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Database Program for Managing Management Resources: General Contractor's Perspectives

  • Yong-Woo Kim;Sungwon Shin
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.1100-1106
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    • 2009
  • General contractors' overhead costs are increasing relative to direct costs. However, it is difficult to apply the traditional activity-based costing directly to the construction site overhead costing because the resource consumption rate per each activity is varied depending on the attributes of activities. The research develops a methodology of hybrid cost allocation system when resources are assigned to cost objects unlike the traditional activity-based costing. The study also develops a database program and demonstrates how it can be applied to the construction projects using a case study.

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Development of An Internet-Based Tunnel Construction Risk Management System (Internet 기반의 터널 시공 위험도 관리 시스템 개발)

  • 유충식;김재훈;박영진;유정훈
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.679-686
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    • 2002
  • A substantial portion of the cost of a tunnelling project in urban environments is, therefore, devoted to prevent ground movement. Therefore, prediction of ground movements and assessment of risk of damage to adjacent buildings has become an essential part of the planning, design, and construction of a tunnelling project in the urban environments. An internet-based tunnelling-induced ground movements and building damage assessment system (IT-TURIMS) was developed and implemented to Daegu Metro Subway Line tunnel construction project in Korea. This paper describes the concept and implementation of IT-TURIMS. Practical significance of tunnelling risk assessment is also discussed.

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Leveraging Visibility-Based Rewards in DRL-based Worker Travel Path Simulation for Improving the Learning Performance

  • Kim, Minguk;Kim, Tae Wan
    • Korean Journal of Construction Engineering and Management
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    • v.24 no.5
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    • pp.73-82
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    • 2023
  • Optimization of Construction Site Layout Planning (CSLP) heavily relies on workers' travel paths. However, traditional path generation approaches predominantly focus on the shortest path, often neglecting critical variables such as individual wayfinding tendencies, the spatial arrangement of site objects, and potential hazards. These oversights can lead to compromised path simulations, resulting in less reliable site layout plans. While Deep Reinforcement Learning (DRL) has been proposed as a potential alternative to address these issues, it has shown limitations. Despite presenting more realistic travel paths by considering these variables, DRL often struggles with efficiency in complex environments, leading to extended learning times and potential failures. To overcome these challenges, this study introduces a refined model that enhances spatial navigation capabilities and learning performance by integrating workers' visibility into the reward functions. The proposed model demonstrated a 12.47% increase in the pathfinding success rate and notable improvements in the other two performance measures compared to the existing DRL framework. The adoption of this model could greatly enhance the reliability of the results, ultimately improving site operational efficiency and safety management such as by reducing site congestion and accidents. Future research could expand this study by simulating travel paths in dynamic, multi-agent environments that represent different stages of construction.

Fatigue and Severity Analysis of Drive Axle Parts According to Forklift Driving Environmet (지게차 주행 환경에 따른 드라이브 엑슬 부품의 피로 및 가혹도 분석)

  • Yeong Jun Yu;Young Chul An;Kwang-Hee Lee;Joeng Hyun Park;Daeyup Lee;Chul-Hee Lee
    • Journal of Drive and Control
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    • v.20 no.2
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    • pp.24-30
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    • 2023
  • This study aimed to analyze the fatigue of forklifts in industrial settings by assessing their stress levels during operation. Strain gauges were affixed to the dynamic components of the forklifts to gather real-time data and enhance the reliability of the analysis. Although monitoring structural loads in harsh testing environments can be challenging, the affixed strain gauges on the dynamic components can provide more precise results and improve the interpretation of data. By creating testing modes that simulate forklift usage environments and performing experiments with selected cargo and driving modes, a comparison of the damage severity of forklift parts under different driving conditions was done. These results can be utilized to forecast the lifespan of forklift parts under extreme driving conditions and assist in the design and optimization of new parts in the future.

Construction Safety Training Methods and their Evaluation Approaches: A Systematic Literature Review

  • Ojha, Amit;Seagers, Jonathan;Shayesteh, Shayan;Habibnezhad, Mahmoud;Jebelli, Houtan
    • International conference on construction engineering and project management
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    • 2020.12a
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    • pp.188-197
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    • 2020
  • Due to hazardous working environments at complex, unstructured, and dynamic construction sites, workers frequently face potential safety and health risks throughout the construction process. In this regard, addressing safety challenges remains one of the top priorities. Construction workers' ability to identify and assess risks is acquired through training, which is one of the primary key factors to determine their safety and wellbeing in hazardous working environments. As such, safety managers constantly focus on the effectiveness of the training materials provided to the workers. However, the construction workers are considerably at greater risk of injuries and fatalities compared to the workers in other industries. In this regard, further studies are required to build up a body of knowledge on the conventional safety training approaches as well as their evaluation techniques in order to boost up the adoption by the practitioners in a widespread manner. This paper provides a systematic review of the current safety training approaches and the various techniques for measuring their effectiveness. The attributes of the current safety training methods for construction workers and their evaluation techniques are identified and analyzed. Results indicated that: 1) immersive environment-based training methods are effective than the traditional safety training methods; 2) this effectiveness can be empirically supported by evaluation strategies, but the current techniques are subjective, intrusive, and error-prone. This research offers fresh opportunities to investigate the training strategies by objectively monitoring the physiological responses of construction crews. The results of this study can be used by researchers and practitioners to identify and determine optimal safety training programs that could potentially become ubiquitous in the construction industry.

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Corrosion Properties of Reinforced Concrete with Types of Surface Cover and Covering Depth under the Combined Deterioration Environments (복합열화 환경하에서 표면피복종류 및 피복두께에 따른 철근콘크리트의 부식특성)

  • Kim, Moo-Han;Kwon, Young-Jin;Kim, Young-Ro;Kim, Jae-Hwan;Jang, Jong-Ho;Cho, Bong-Suk
    • Journal of the Korea Institute of Building Construction
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    • v.4 no.1
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    • pp.119-126
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    • 2004
  • Generally, reinforced concrete is one of the most commonly used structural materials and it prevents corrosion of steel bar by high pH of interior, But, as time elapsed, reinforced concrete structure become deteriorated by many of combined deterioration factors and environmental conditions. And, there are large number of deteriorate mechanism of the reinforced concrete structure and it acts complexly. It is recognized that steel bar corrosion is the main distress behind the present concern regarding concrete durability. In this study, to institute combined deterioration environments, established acceleration condition and cycle for combined deterioration environments has a resemblance to environments which are real structures placed. After that to confirm corrosion properties of reinforced concrete due to permeability with covering depth and types of surface cover under combined deterioration environments, measured carbonation velocity coefficients, chloride ion diffusion coefficients, water absorption coefficients, air permeability coefficients and electric potential, corrosion area ratio, weight reduction, corrosion velocity of steel bar. The results showed that an increase in age also decrease carbonation velocity coefficients, increase Chloride ion diffusion coefficients and increases water absorption coefficients. As well, an increase in age also increases corrosion of steel bar. Data on the development of corrosion velocity of steel bar with types of surface cover made with none, organic B, organic A, inorganic B, and inorganic A is shown. As well, permeability and corrosion velocity of steel bar with covering depth is superior to 10mm than 20mm. And it is confirmed permeability and corrosion properties of steel bar are closely related.