• 제목/요약/키워드: Pre-Construction Service

검색결과 89건 처리시간 0.027초

설계용역사의 서비스 품질 향상을 위한 연구 (The Study about Improvement of Service Quality in Engineering Company)

  • 석성재;유융석;윤덕균
    • 산업공학
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    • 제17권1호
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    • pp.93-103
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    • 2004
  • Service importance has been growing increasingly as competition element of enterprises according to going on rapid softness, information and knowledge of industrial infrastructure recently. Quality management system that implemented in manufacturing sector have been spreading rapidly to service company, but the company performing pure engineering service only in construction fields performed mainly the evaluation on the operational aspect such as degree of implementation of the established system because it is difficult to objective evaluation on the activity of the established quality management system or quality assurance system. This study would like to make on offer the improvement points based on the evaluation of service quality and the itself evaluation result through the questionnaire on the service offerers and customers using the pre-qualified SERVQUAL model in establishment of the improvement goal of the company. According to the result of this study, it is analyzed a gap and required to establish a counter-plan to correct many gaps discovered between the real offered level and the expect level of custom.

Removable shear connector for steel-concrete composite bridges

  • Suwaed, Ahmed S.H.;Karavasilis, Theodore L.
    • Steel and Composite Structures
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    • 제29권1호
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    • pp.107-123
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    • 2018
  • The conception and experimental assessment of a removable friction-based shear connector (FBSC) for precast steel-concrete composite bridges is presented. The FBSC uses pre-tensioned high-strength steel bolts that pass through countersunk holes drilled on the top flange of the steel beam. Pre-tensioning of the bolts provides the FBSC with significant frictional resistance that essentially prevents relative slip displacement of the concrete slab with respect to the steel beam under service loading. The countersunk holes are grouted to prevent sudden slip of the FBSC when friction resistance is exceeded. Moreover, the FBSC promotes accelerated bridge construction by fully exploiting prefabrication, does not raise issues relevant to precast construction tolerances, and allows rapid bridge disassembly to drastically reduce the time needed to replace any deteriorating structural component (e.g., the bridge deck). A series of 11 push-out tests highlight why the novel structural details of the FBSC result in superior shear load-slip displacement behavior compared to welded shear studs. The paper also quantifies the effects of bolt diameter and bolt preload and presents a design equation to predict the shear resistance of the FBSC.

교량시설물 안전관리 네트워크 구축을 위한 기존 시스템 연계방안 연구 (Connection method on pre-installed bridge monitoring system for bridge structure safety network)

  • 박기태;이우상;주봉철;황윤국
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.469-472
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    • 2008
  • In general, structures in service gradually lose original performance according to time due to initial defects in design and construction, or exposure to unfavorable external conditions such as repeated loading or deteriorating environment, and in extreme cases, may collapse in large disaster. Therefore, in order to maintain the serviceability of structures at optimal level, advanced structure measuring system which can inform optimal time point and method of maintenance is required in addition to accurate prediction of residual life the structure by periodic inspection. To guarantee the safety level of bridge structure and to prevent from disaster, the integration of safety network for bridge structures are needed. Therefore in this study, to enhance the effectiveness of safety network for bridge, the connection methodologies between safety network and pre-installed bridge monitoring system are investigated.

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시공책임형 CM의 국내 공공부문 도입을 위한 제도적 기반 수립 연구 (Institutional Research for the Introduction of Construction Management at Risk in the Public Sector)

  • 박지호;김경래;배병윤
    • 한국건설관리학회논문집
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    • 제22권4호
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    • pp.20-28
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    • 2021
  • 국내 건설산업은 시공자 중심의 일방적인 생산방식에서 발주자와 시공자의 협업이 가능한 생산방식으로 변화하는 과정에 있다. 발주 방식에 따라 입·낙찰 방식, 계약 방식, 그리고 발주자의 사업 관여 정도도 달라질 수 있다. 본 논문에서는 국내 환경에 적합한 '시공책임형 건설사업관리' 도입을 위해서 국·내외 제도 분석과 입·낙찰 프로세스 분석, 계약이행 및 관리 분석, 사후관리 분석을 하고, 법제화를 위한 관련 법령 조문화와 제도의 효율적 운영을 위한 방안을 제시하고자 국·내외 시공책임형 건설사업관리의 제도 및 사례분석을 실시하였다. 건설산업기본법에 정의된 '시공책임형 건설사업관리'는 Pre-Con 업무를 수행하는 용역계약인 본 계약 이전 계약과 건설사업관리 및 공사계약인 본 계약으로 구분된다. 그러므로 '시공책임형 건설사업관리'는 해외의 사례와 같이 낙찰제도가 아니라 발주 방식의 하나로 보아야 하며, 도입을 위해서 설계/시공 일괄입찰, 기술제안 입찰과 동등한 입찰제도로서의 법제화가 필요하다. 국내 환경에 적합한 '시공책임형 건설사업관리' 도입을 위해서 국·내외 제도 분석과 입·낙찰 프로세스 분석, 계약이행 및 관리분석, 사후관리 분석을 하고, 법제화를 위한 관련 법령 조문의 개정과 제도의 효율적인 운영을 위한 방법을 본 제도의 본래 장점은 유지하면서 국내 시장에서 적용이 가능하도록 제시하였다.

건설산업의 신 품질관리기법으로서의 6시그마$(\sigma)$경영 도입에 대한 고찰 (Six sigma Management as a new quality control method in construction industry)

  • 류호동;한승헌
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2002년도 학술대회지
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    • pp.311-315
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    • 2002
  • 최근 새로이 대두되고 있는 신 경영혁신 전략인 6시그마 경영은 이미 제조업이나 서비스업 등에서 큰 성과를 보이고 있으며 세계적으로 경영혁신 전략의 표본으로 널리 확산되고 있다. 하지만, 건설산업의 경우 이러한 경영기법을 적용한 사례가 많지 않으며 이미 적용되었던 경영기법조차 그 성과가 미미한 실정이다. 이에 본 연구에서는 6시그마에 대한 이론적인 고찰과 아울러 그 적용요건을 살펴보고 신 품질관리기법으로 건설산업에 접목되었을 때의 문제점을 파악하여 구체적이며 실제적인 6시그마 적용절차 및 방법론을 제시하고자 한다. 본 연구 결과는 건설산업의 6시그마 경영의 도입에 기초적인 연구로서 활용될 것이다.

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Critical Criteria Based on Facility Condition Index for Supporting Priority Decision-making in Educational Facilities

  • Shin, Seung Woo;Yi, June Seong
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.687-688
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    • 2015
  • The objective of identifying the cause of inconsistency in determining priority of educational facility maintenance, any related factors were thoroughly identified and tested, to see if it has any effect on decision-making process in resource allocation for educational facilities. On the assumption that 'the more there are to be repaired/maintained and deferred, the higher the relevant cost will be, this will lead to a significant social loss. Accordingly, this study established a framework of determining resource allocation priority based on deferred maintenance and its related expenses. For doing so, it was required to determine relative ranking in terms of resource allocation within a pre-assigned school district, in consideration of the criticality of each deferred maintenance attribute/variable.

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The Construction of Seoul Subway Line 3 and 4

  • Huh, Ginn
    • 기술사
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    • 제18권3호
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    • pp.1-20
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    • 1985
  • The traffic congestion of Seoul city has been one of the most serious problems to be settled since the advent of 1970s. As a means to mitigate traffic mess, the authority concerned launched the construction of subway line 3 and 4 in 1980. The two Subway lines slated for completion by 1985 cross each other and run north-south direction, passing through the metropolitan area of Seoul city fraught with high-rise edifices and large-scale shopping centers, and, in order to reduce blasting vibration, NATM was executed for a distance of 10 Km, instead of ASSM previously employed when subway line 1 and 2 were constructed. Tunnel blastings were implemented, preceded by classifying the rocks at construction area into five categories, namely, hard rock, semi-hard rock, weak rock weathered rock and silt and by calculating their respective specific charges through standard test blastings, by employing the pre-splitting and smooth blasting with drilling patterns of burn cut type, so as not to cause damages to surface structures. Most of explosives used were the slurry of low specific gravity and low velocity, and the firings executed by the use of milli-second detonators. Empiric formula were also formulated to check blasting vibrations, based on the vibration allowable values of West Germany standard, for the application to vulnerable construction zones. Should the two lines be placed for public service in 1985, about 40% of the total traffic population of Seoul city amounting to 15 million as of 1984 is estimated to be carried by subway with no difficulties.

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Mathematical Knowledge Construction in Computer Based Learing

  • Lee, Joong-Kwoen
    • 한국수학교육학회지시리즈D:수학교육연구
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    • 제5권1호
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    • pp.13-24
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    • 2001
  • Using computer technology in teaching school mathematics creates new instructional environments. The emphases on the use of computer technology in the classrooms and in particular the use of computer-based exploration as a context of mathematics instruction have been reflected in the recommendation of the NCTM (Curriculum and Evaluation Standards for School Mathematics, 1989). Although the power of using computer technology in the exploration of mathematical problems has been recognized and stressed by many educators, we do not have many research studies on mathematics in computer-based explorations. Especially research has failed to clarify how computer technology can contribute to the construction of procedural and conceptual knowledge of mathematics. Up to now most researches on procedural and conceptual knowledge in computer environments have only focused on classifying programming languages which program language has more random access and rich interrelationship characteristic in relation to conceptual knowledge in humans, and which computer language has more characteristic flavor of procedural knowledge. How computer-based explorations affect the knowledge construction of mathematics, therefore, emerges as an issue of research on teacher education program for theoretical framework. This situation leads to do research on the effectiveness of using computer explorations in pre-service teacher education in terms of procedural and conceptual knowledge construction.

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편중 가능한 사장교 가설용 데릭 크레인을 이용한 합성형 복합 사장교 시공 단계 해석 (Construction Stage Analysis of Hybrid Composite Cable-Stayed Girder Bridge Using Eccentrically Loaded Derrick Crane)

  • 박태균;김문겸;원종화
    • 대한토목학회논문집
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    • 제30권3A호
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    • pp.277-286
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    • 2010
  • 케이블을 이용하여 장경간을 필요로 하는 교량의 시공은 일반적으로 불완전 한 구조계인 교량의 선단에 데릭 혹은 무한궤도 크레인을 설치하여 수상 및 육상으로 이송되는 교량 상판을 리프팅하여 시공하게 된다. 이와 같은 경우 일차적으로 과도한 크레인의 자중으로 인하여 불완전한 구조계에 결함을 발생시킬 수 있으며, 또한 하부 수송으로 인한 추가 비용 및 공기를 소요하게 된다. 본 연구에서는 이러한 기존 시공방법을 개선하고자 개발된 교량 일 측에 편중 가능하고, 가동 붐을 설치하여 후방 이송 자재를 시공 지점으로 운반, 가설이 가능한 데릭 크레인의 시공 단계를 정의하여 수치해석을 수행하였다. 데릭 크레인의 하중 재하 점을 고정부 4점으로 단순화하였으며, 가동 붐의 수직/수평 회전 범위를 고려하여 반력을 산정하였다. 또한 크레인의 '휴지' 및 '작업 중'의 단계로 나누어 가동 붐 및 강형, PC Slab에 의하여 발생하는 휨 모멘트를 시공단계에 반영하였다. 본 연구에 고려된 데릭 크레인은 접속교를 통한 육상 작업으로 시공 기간 및 비용을 줄일 수 있으며, 크레인 자체의 작은 중량으로 시공 중 재하 하중 감소를 꾀할 수 있다.

건설 프로젝트의 사업타당성 분석에 관한 연구 (A Feasibility Study of the Construction Project in Pre-Design Phase)

  • 노병옥;이상범;임남기
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2002년도 학술논문발표회
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    • pp.109-113
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    • 2002
  • Urban public service is goods and activities which satisfy public demands for the political, social, economic, cultural activity and household affairs of individual or groups and which urban government supply with free of charge. In view of government, in addition to fairness of facilities location, location of such facilities are to be determined the respect to cost of locating facilities and developmental direction in the future. Therefore, it is necessary to study on feasibility. A feasibility study Is an effective tool in determining the decision of investment or not and the level of investment priority on Projects requiring a sizeable investment and the feasibility of a project. The first, it is to select reasonable location. It was selected four and two by consideration of facilities distribution and connection with others. Six proposal selected was estimated by five element of approach, demand, symbol, reality, environment. In result proposal I was chosen. The next, it is to estimate scales. The finally, it is to study on economical efficiency. Net Present Value was came out ₩4.4billion by 20years and Inter Rate of Return showed up 11%. in addition, it offer various benefit by public facilities. In conclusion, this project is reasonable.

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