• Title/Summary/Keyword: 도로 건설현장

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An Estimating Model for Job-Site Overhead Costs according to Progress Rate (공정률에 따른 아파트 건설공사 현장관리비 산정모델)

  • Jeong, Kichang;Lee, Jaeseob
    • Korean Journal of Construction Engineering and Management
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    • v.19 no.5
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    • pp.43-52
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    • 2018
  • Generally, research on construction cost has been done mostly regarding its direct cost, thus model regarding indirect cost lacks attention. This research seeks to introduce a model to predict on-site overhead cost for apartment construction projects, which constitutes a big portion in Korean construction industry. We devised an equation of 9th degree via curve-fitting, using multiple on-site actual expense data, which can be used to calculate per-progress rate, per-day on-site overhead cost. We further show prospective usage of the model by applying it on construction projects sizing about 30 billion won. Regarding the fact that previous studies could not recognize pattern changes of a total on-site overhead cost, this model is worthy of its conveniency and thoroughness, as well as providing reasonal ground for its derivation in predicting on-site overhead cost of apartment construction projects.

Development of a PMIS Emphasizing On-Site Management Functions (현장 중심의 건설사업 관리시스템의 개발)

  • Shin Seung-Sik;Chun Jin-Yong;Kim Dae-Jin;Woo Sung-Kwon
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • autumn
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    • pp.545-548
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    • 2003
  • In the past, there were problems in managing construction due to the lack of effective communication and sharing information between a constructor and an owner during construction works. To solve those problems, several major construction companies made great efforts to get a higher productivity through the systematic management, cumulating construction know-how. As a result of the endeavor, some of those companies developed the foundation of PMIS(Project Management Information System). However, it is thought that PMIS on the construction site was not effectively used in performing construction. Therefore, through the case of contractor's management system which is being used in 1-4 out field construction site in Incheon International Airport Rail of P construction company, this paper deals with the development of system supporting to the practical work of construction site and it'll provide to be the foundation of making effective PMIS.

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Suitability Analysis of Non-contact Sensing Methods for Precast Concrete Element Flatness Inspection (프리캐스트 콘크리트 부재의 평탄도 검사를 위한 센싱 기반 측정방법 적합도 비교)

  • Kwon, Soon-Ho;Kim, Jeong Seop;Sim, Sung-Han;Kim, Minkoo
    • Korean Journal of Construction Engineering and Management
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    • v.24 no.4
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    • pp.52-59
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    • 2023
  • Flatness inspection of PC elements is normally conducted manually by inspectors at manufacturing sites. However, the manual inspection is error-prone and subjective, so it is necessary to develop a robust and efficient flatness measurement method. Recently, a few studies of laser scanner-based flatness inspection have been conducted. However, little attention on field applicability in terms of accuracy, time and cost has been paid. To tackle the limitation, this study aims to compare three sensing method including floor profiler, terrestrial laser scanner and total station for flatness inspection of PC elements. A series of experiments on two full-scale PC slabs were conducted and the results show that the laser scanning method is the most suitable for the PC elements flatness inspection in the aspects of accuracy, time and cost.

Development of a Scheduling Assistant Program for Usability Improvement of Construction Scheduling Solutions (건설 공정관리 솔루션의 활용성 증대를 위한 공정표 작성 지원 프로그램 개발)

  • Park, Sung Hwan;Lee, Si Wook;Woo, Sungkwon;Shin, Do Hyoung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.4D
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    • pp.413-421
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    • 2010
  • Scheduling management is one of the most important factors for the efficient performance of construction projects. Various computer-aided solutions for schedule management have been developed, but they are not commonly used in practice. This study conducted surveys on scheduling management methods and the related solutions to identify their status and problems in practice. Based on the results of the surveys, this study also developed a scheduling assistant program to improve the usability of scheduling management solutions. Through the developed program, the usability of scheduling management solutions will be improved in practice, thus enabling efficient scheduling management.

A Conceptual Model of Construction Information to Be Used According to Construction Process (현장 시공 프로세스에 따른 시공정보관리 개념 모델)

  • Kwon Young-Sang;Kim Kyung-Rai
    • Korean Journal of Construction Engineering and Management
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    • v.2 no.4 s.8
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    • pp.39-47
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    • 2001
  • Nowadays, the enormous information from each industry has been brought out. According to the advanced information technology, those data have been useful to the point of Cost & Time in the domestic construction industry. Due to the temporary characteristics of construction industry, the various information have only been used just one time and not recycled. There are few studies for the use and management of construction information. Compared with other stages in project life-cycle, the construction stage includes the most important and various information from field. It will be desirable that one should study for developing the use of construction information. With this thesis, this study suggests the conceptual classification model for construction information management.

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DEVELOPMENT OF A SYSTEM FOR DECISION OF STRENGTH PARAMETERS AND OF DEGREE OF COMPACTION IN COMPACTED SOIL WITH CONE PENETROMETER (콘관입시험기를 이용한 다짐도 측정 및 지반정수 추출법 개발)

  • YuJinLim;HyeonSeungLee
    • Journal of the Korean Geophysical Society
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    • v.4 no.4
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    • pp.287-296
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    • 2001
  • 국내 건설현장에서는 성토다짐의 다짐도 확인을 위해 주로 평판재하시험(PBT)을 사용한다. 평판재하시험은 재하시험시 표층의 매우 잘 다져진 곳에 대한 지지력 계수를 획득 하여 실다짐도를 과대 평가하는 결과를 초래할 수 있다. 이에 착안하여 응력도달 범위가 작은 평판재하시험을 지양하고 콘관입시험으로부터 획득되는 노상의 관입지수로부터 지반의 다짐도를 추정할 수 있는 콘관입시험기와 구동시스템 및 해석 프로그램을 개발하였다. 개발된 시스템은 다짐차량에 간편하게 부착하여 현장에서 직접 다짐도를 획득할 수 있으며 다짐도와 더불어 다져진 지반의 전단강도정수를 동시에 측정할 수 있다.

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Development of A System for Decision of Strength Parameters and of Degree of Compaction in Compacted Soil with Cone Penetrometer (콘관입시험기를 이용한 다짐도 측정 및 지반정수 추출법 개발)

  • Im, Yu-Jin;Lee, Hyeon-Seung
    • The Journal of Engineering Research
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    • v.5 no.1
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    • pp.109-118
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    • 2004
  • 국내 건설현장에서는 성토다짐의 다짐도 확인을 위해 주로 평판재하시험(PBT)을 사용한다. 평판재하시험은 재하시험시 표층의 매우 잘 다져진 곳에 대한 지지력 계수를 획득하여 실다짐도를 과대 평가하는 결과를 초래할 수 있다. 이에 착안하여 응력도달 범위가 작은 평판재하시험을 지양하고 콘관입시험으로부터 획득되는 노상의 관입지수로부터 지반의 다짐도를 추정할 수 있는 콘관입시험기와 구동시스템 및 해석 프로그램을 개발하였다. 개발된 시스템은 다짐차량에 간편하게 부착하여 현장에서 직접 다짐도를 획득할 수 있으며 다짐도와 더불어 다져진 지반의 전단강도정수를 동시에 측정할 수 있다.

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Analysis of Major Management Factors Affecting Crew Productivity in Road Bridge Construction Site Using IPA (IPA를 이용한 도로교량 골조공사의 작업조 생산성 관리요인의 중요도 및 실행도 분석)

  • Huh, Young-Ki;Lee, Sang-Ho
    • Korean Journal of Construction Engineering and Management
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    • v.20 no.3
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    • pp.39-45
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    • 2019
  • Crew productivity in the construction industry is an important indicator of soundness and efficiency of work process, since all works in a site are conducted as groups of people. A survey was conducted in order to reveal importance and performance of major management factors affecting crew productivity in road bridge construction site using IPA. As a result of the analysis, it was found that 'Construction equipment' and 'Human resource related' factors among five major-categories are most important but with low performance. Furthermore, from another analysis with 27 factors of sub-categories, it is revealed that factors needed sustained attention are four, namely 'Just-in-time machinery delivery', 'Formation of a crew members', 'Skill of workers', and 'Site control and management', whereas those needed much more improvement are five, such as 'Machinery performance', 'Clearity of Design', 'Clearity of shop drawing', 'Timing of work instruction and approval', and 'Clearity of work instruction'. Findings from this study will enable road agencies as well as road construction experts to enhance crew productivity in a site.

현장탐방 - LH 인천서창(2) 1블럭 아파트 8공구 기계설비공사 해성산업개발(주)

  • 대한설비건설협회
    • 월간 기계설비
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    • s.296
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    • pp.66-72
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    • 2015
  • LH공사가 인천광역시 서창지구에 총 약 210만$m^2$ 규모, 1만4천여 가구, 약 5만여명이 거주하는 대규모 자족도시 단지를 조성하고 국민 공동주택을 공급하고 있다. 인천 서창지구는 인천의 대표적 주말 나들이 공원인 인천대공원이 근접해 있고 장아산, 거마산, 관모산, 장수천 등 산과 들, 습지(그린)와 바다(블루)로 둘러싸여 있으며, 시립미추홀도서관, 문학경기장, 문화예술회관, 길병원, 백화점, 인천터미널, 남동구청, 인천시청 등 풍부한 생활인프라와 함께 고속도로, 지하철 및 각종 도로가 결합된 멀티 교통망을 두루 갖춘 친환경 생태 해양 문화도시(Ecological & Culture Ocean City)이다. 해성산업개발(주)(대표 이연풍)는 서창2지구 중 1블럭 아파트 기계설비공사를 지난 해 10월 완공 후 3월 6일 입주 전까지 5개월간 최종 점검을 마쳤다. 이 현장은 LH공사가 주계약자 공동도급 시범사업으로 선정한 3개 현장 중 한곳으로 기계설비 건설업계의 관심이 집중된 곳이다. 본지는 입주 전 최종점검을 마친 현장에서 해성산업개발(주)(대표 이연풍) 안선준 기계 부장을 만나 시공 및 주계약자 공동도급에 대한 얘기를 들어보았다.

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Improving Road Construction Productivity by Developing a Programmatic Resource Distribution System for Equipment Sharing in Multi-sectioned Road Construction Projects (다(多)공구 도로 건설 현장의 장비 공유시스템 구축을 통한 생산성 향상에 관한 연구)

  • Koo, Bonsang
    • Korean Journal of Construction Engineering and Management
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    • v.14 no.3
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    • pp.134-145
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    • 2013
  • Road construction projects are parcelled into sub-sections which are then tendered to individual contractors for construction. The type of work and equipments used are similar for each sub-section. However, such equipment are not shared on a regular basis among the contractors and only partially performed in an informal and ad hoc manner. Consequently, road construction equipment suffer from low utilization and increased leasing costs. Lean construction and Program Management approaches stress the importance of collaboration among individual participants in a way that increases the collective cost savings of the entire project. This research attempts to apply such theories with the notion that under utilization of expensive equipment can be improved by formalizing a way to enable the sharing of equipment in large, public sponsored, multi-sectioned road construction projects. A system was developed consisting of a set of criteria and processes that enables automatic allocation of equipment to multiple sites on daily basis, in a way that minimizes equipment costs and improves their individual utility. The system was then applied in allocating three different types of equipment to an actual road construction project with four sub-sections for three months. A new metric, nDPR showed that utilization improved for all equipment and also equipment related costs were decreased by 4.45%. Results also showed that increased shared opportunities of equipment correspond to an increase in utilization and cost savings.