• Title/Summary/Keyword: small-medium sized construction

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Decision Making Model Using Multiple Matrix Analysis for Optimum Transportation Equipment Selection of Modular Construction (다중매트릭스 분석기법을 통한 모듈러 건축의 최적 운송장비 선정 의사결정지원 모델)

  • Lee, HyunJeong;Lee, JooSung;Lim, Jitaek
    • Korean Journal of Construction Engineering and Management
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    • v.21 no.6
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    • pp.84-94
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    • 2020
  • Modular architecture is very important not only in the design phase but also in the construction planning phase because it affects construction methods and module sizes depending on transport equipment. There are economic risks as well as quality, as there may be defects such as internal interiors or elimination of deadlines during transportation, and structural torsion caused by rainfall and shock. However, there is a lack of objective criteria or data to refer to in determining transport equipment that has a material effect on transport. Accordingly, there is no decision model to determine the optimum transportation equipment for each construction site. Therefore, it is necessary to develop a decision support model that can be compared to the review of transport equipment selection factors. The purpose of this study is to propose the transport equipment impact factors and decision support models for systematic review and objective decision making of each construction plan in the construction of small and medium-sized modulators. The decision model proposed in this study can be used as basic data for transport studies, ensuring objectivity and transparency in the equipment selection process.

Risk Analysis Method for Deriving Priorities for Detailed Inspection of Small and Medium-sized Fill Dam (중소형 필댐의 정밀점검 우선순위 도출을 위한 간이 위험도 분석 방법)

  • Kim, Jinyoung;Kang, Jaemo
    • Journal of the Korean GEO-environmental Society
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    • v.21 no.10
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    • pp.11-16
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    • 2020
  • Korea's agricultural reservoir is one of the country's major infrastructures and plays an important role in people's lives. However, aging reservoirs are a risk for life and property. Currently, large and small dams and reservoirs have been constructed nationwide for more than 40 years of aging. Dams and reservoirs built nationwide are managed by various institutions. Therefore, it is difficult to manage all dams and reservoirs due to cost and time. Managers in the field with less management personnel and lack of expertise should be able to quickly identify risk factors for multiple reservoirs. In this study, risk factors such as seepage, leakage, settlement slide, crack and erosion were selected. To assess the risk of the items, we used the analytical hierarchical process (AHP), one of the Multi-Criteria Decision Making (MCDM) methods. The analysis showed that seepage has the greatest impact on reservoir collapse. It is judged that the priority of detailed diagnosis can be determined by evaluating the risk of dam reservoir collapse in a convenient way in advance using the calculated weight.

An Analysis of Judicial Precedents for Progress Payment to Subcontractor - Focused on Public Construction Projects - (하도급대금 직접지급에 대한 쟁점판례 분석 - 공공 건설공사를 중심으로 -)

  • Lee, Dong-Hoon;Kim, Sun-Kuk;Song, Yong-Sik;Kim, Baek-Yong;Lee, Won-Suk
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.1
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    • pp.111-120
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    • 2010
  • The public construction industry in Korea involves a variety of stakeholders, encompassing multiple layers of contractual relationships that crisscross between the State as project client and the contractors, as well as subcontractors. In such a hierarchical landscape, managerial crises of contractors involving bankruptcy or insolvency can result in unexpected damages for both clients and subcontractors. Accordingly, the applicable legal framework requires project clients to act as patrons in relation to making payments to subcontractors, and stipulates provisions pertaining to direct payments to subcontractors in order to promote the balanced development of the national economy in terms of the public interest by protecting small and medium-sized businesses working as subcontractors for large businesses. However, the relevant legal documents provide for different payment criteria and procedures from document to document, and leave room for variations in the interpretation and construction of applicable provisions, which leads to disputes and discrepancies in court rulings. For this reason, it is necessary not only to compare and analyze statutory provisions pertaining to direct payment to subcontractors, but also to review issues of contention in actual cases. This study aims to analyze issues in cases involving payment to subcontractors from the perspective of the project client overseeing and supervising the construction business. The conclusions from such an analysis will help to effectively resolve subsequent cases of a similar nature by suggesting a strategy to improve the relevant statutory provisions pertaining to direct payment to subcontractors.

Validation on the Utilization of Small-scale Unmanned Aerial Systems(sUAS) for Topographic Volume Calculations (토공량 산정을 위한 소형무인항공시스템의 활용성 평가)

  • Lee, Yong-Chang
    • Journal of Cadastre & Land InformatiX
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    • v.47 no.1
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    • pp.111-126
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    • 2017
  • Small-scale UAS(Fusion technique of Unmanned Aerial Vehicles platform and Sensors, 'sUAS') opens various new applications in construction fields and so becoming progressively common due to the considerable potentials in terms of accuracy, costs and abilities. The purpose of this study is that the investigation of the validation on the utilization of sUAS for earth stockpile volume calculations on sites. For this, generate 3D models(DSM) with sUAS aerial images on an cone shaped soil stockpile approximately $270m{\times}300m{\times}20m$, which located at Baegot Life Park in Siheung-si, compared stockpile volume estimates produced by sUAS image analysis, against volume estimates obtained by GNSS Network-RTK ground surveying method which selected as the criteria of earth stockpile volume. The result through comparison and examination show(demonstrate) that there was under 2% difference between the volume calculated with the GNSS Network RTK data and the sUAV data, especially sUAS imaged-based volume estimate of a stockpile can be greatly simplified, done quickly, and very cost effective over conventional terrestrial survey methods. Therefore, with consideration of various plan to assess the height of vegetation, sUAS image-based application expected very useful both volume estimate and 3D geospatial information extraction in small and medium-sized sites.

Development of Vertical Separated Tubular Steel Pole (종방향 분할형 관형지지물 개발)

  • Lee, Won-kyo;Mun, Sung-Duk;Shin, Kooyong
    • KEPCO Journal on Electric Power and Energy
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    • v.5 no.4
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    • pp.257-262
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    • 2019
  • Lattice steel towers for overhead transmission lines have been replaced by tubular steel poles due to the visual impact of large and complex shape of truss type. Demand for tubular steel poles consisting of a single frame member continues to grow because of its advantages such as visual minimization, architectural appeal and minimal site consumptions. However, there are some constraints on the transportation and construction. As the diameter of tower base has been enlarged, it may exceed minimum height limit required to pass the tunnel in case of land transportation. Also, in a narrow place where it is not easy to secure the installation areas such as mountainous places, there might be some areas wherein it must secure a wide working space so that large vehicles and working cranes will be allowed to enter. In this paper, we presented a vertical separated tubular steel pole, which is a new type of support that can be implemented for general purpose such as mountainous areas or narrow areas to improve the issues raised by breaking away from the conventional design and fabrication methods. Technical approaches for overcoming the limit of the cross-sectional size is to separate and modularize the cross-section of the tubular steel pole designed with a size that cannot be carried or assembled, and to lighten it with a weight capable of being transported and assembled in a narrow space or mountainous area. As a result of this research, it will be possible to enter small and medium sized vehicles in locations where it is restricted to transport by large-sized vehicles. In the case of mountainous areas, it will be possible to divide it into a weight capable of being carried by a helicopter and it will be easy to adjust and fabricate it with individual modules. Furthermore, in order to break away from the traditional construction method, we proposed the equipment that can be applied to the assembly of Tubular Steel Pole without using a large crane in locations where there is no accessible road or in locations wherein large cranes cannot enter. In particular, this paper shows the movable assembling equipment and some methods that are specialized for vertical separated tubular steel pole consisting of members with reduced weight. The proposed assembly equipment is a device for assembling the body of the Tubular Steel Poles. It will be installed inside the support and the modules can be lifted by using the support itself.

An Analysis of Forwarding Companies' Efficiency handling Overseas Construction Project Logistics using DEA (DEA분석을 활용한 건설프로젝트 화물포워딩 업체의 효율성 분석)

  • Lee, Jun-Woo;Park, Sung-Hoon;Oh, Jae-Gyun;Yeo, Gi-Tae
    • Journal of Digital Convergence
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    • v.16 no.6
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    • pp.75-84
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    • 2018
  • Although many logistics companies are interested in project logistics, the existing research has been limited to the growth potential of project logistics market and the high barrier and importance of project logistics. This study analyzes using DEA the operational efficiency of forwarding companies registered in major overseas construction EPC companies and performing logistics services for overseas plant construction projects. For efficiency analysis, Super-SBM analysis and Malmquist analysis are used among DEA analysis techniques. As a result of the Super-SBM analysis, DMU 5 ranked first at 1.807. DMU 5 is more efficient than the other large corporations because it has the stable supply of its parent company H and the smallest input and output variables among the large corporations. As a result of Malmquist analysis, TCI, which is a technological development, showed a fluctuation while TECI showed a relatively stable variation. In addition, there is a difference in scale between major companies and small and medium sized companies. So, it is necessary to identify the efficiency improvement strategy for each group and apply it to the practical work.

Changes of Internal Labor Market in Firms and Incentives for Investment in Human Resource Developments (기업 내부노동시장 변화와 인적자원개발 투자 유인)

  • Bai, Jin Han
    • Journal of Labour Economics
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    • v.41 no.1
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    • pp.83-124
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    • 2018
  • In this study, with the data of Human Capital Corporate Panel(HCCP) we find that the explaining power of the new hiring rate of experienced regular workers is very strong and statistically significant as a main causal factor to the decreasing trend of investment on education and training for workers in corporates, which means a sign of weakening of the internal labor market. Possibility of wage penalty from switching jobs has been weakened considerably too. The effective alternative policy measures to the weakening or laxity of the internal labor markets and whereby followed reduction in investment on education and training for workers in corporates are construction of social system outside of individual corporates to upbring field-tailored manpower of high quality for young generations and small and medium sized enterprises.

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Statistical Characteristics of Pier-Scour Equations for Scour Depth Calculation (교각세굴심 산정 공식의 통계적 특성)

  • Lee, Ho Jin;Chang, Hyung Joon;Heo, Tae Young
    • Journal of Korean Society of Disaster and Security
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    • v.12 no.3
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    • pp.51-57
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    • 2019
  • In recent years, the occurrence of localized torrential rain has increased due to the increase in heavy rainfall and massive typhoons caused by abnormal weather. As a result, the flow rate of small and medium-sized rivers in Korea is rapidly increasing, affecting the safety of bridges and increasing the risk of scour. However, the domestic bridge construction technology does not reflect the watershed characteristics of domestic rivers because the bridge scour depth calculation formula developed overseas is used to calculate the bridge scour depth. Therefore, this study is a basic study for prevention of bridge damage according to scouring phenomenon, and a comparative analysis was performed between the experimental data measured through hydraulic model test and the scour depth formulas applied in Korea. In addition, the statistical analysis between experimental data and scour depth formula shows that Coleman's (1971) formula estimates the best scour depth. The results of this study are expected to be used to calculate more accurate bridge scour depth in river design and bridge design.

A Study on the Role of Industrial Design in the Revitalization of a Local Area (지역 활성화를 위한 산업 디자인의 역할에 관한 연구)

  • 정도성
    • Archives of design research
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    • v.14
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    • pp.257-264
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    • 1996
  • The role of local government is no longer having to refer to the central government those matters related to local issues, but having the autonomy to make to make decisions that aHect the cOi1lmunity, taking into consideration the particular characteristics of its locality, community opinions, funds and local eHorts to build a better local environment to live in. From this point of view, the role of industrial design is steadily increasing in each local communities. However, at present it appears that no concrete measures have yet been formulated for esigners' participation in the local community development. This is partially due to the lack of awareness by the local government and the lack of eHorts by designers. The primary consideration of recent local development in the form of industrial complex construction appears to be the revenue-orientated aspect of its development. Similarly, the staging of international events in local areas seem to bring out the negative side-eHects of administration. Thus, local problems and revitalization issues should be redirected from local government to local community initiated solutions. Similarly, local governments should instead encourage the development of small and medium-sized rprises than large coporations. And the subject of local development should proceed with the 'software-concept' as its core constituent. Based on these current situations, this study examines the important role of industrial design and proposes a new direction for revitalization of a local area.

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Performance Evaluation of Advanced Municipal Wastewater Tretment by Phased Isolation Intrachannel Clarifier Ditch (침전지내장형 상분리 산화구공정에 의한 하수 고도처리특성 평가)

  • Hong, Ki-Ho;Chang, Duk;Han, Sang-Bae
    • Journal of Korean Society on Water Environment
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    • v.20 no.6
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    • pp.563-570
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    • 2004
  • Phased isolation intrachannel clarifier ditch process developed in this study is an enhanced biological nutrient removal process employing two ditches with intrachannel clarifiers. Bench-scale phased isolation ditch process was used to evaluate the system performance on municipal wastewater and detailed assessment of internal behavior in a ditch and each reactions. When the system was operated at the HRTs of 6~12hours, SRTs of 9~31 days, and cycle times of 4hours, the system showed removals of BOD, TN, and TP as high as 88~97%, 73~78%, and 65~90%, respectively. The internal behavior were well matched on each reactions such as nitrification, denitrification, and phosphorus release and uptake. As the SRT became longer, TN removal increased gradually, whereas TP removal decreased contrarily. However, the system was capable of producing an effluent TP concentration 1mg/L or less even at longer SRTs except the case of solids discharge by malfunction of intra-clarifier occurred by its geometrical limit. The system performance slightly decreased by hydraulic shock loading(increasing of influent flowrate and decreasing of system HRT). However, the higher system performance could be achieved again after four cycles. Thus, the system reliability could be successfully achieved short-term hydraulic shock loading that occurred in medium- and small-sized wastewater treatment plants suffering fluctuation of influent quality and flowrate during wet season.