• 월간 기계설비
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• s.226
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• pp.38-41
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• 2009

보금자리주택 건설 등에 관한 특별법이 지난 4월 21일 시행에 들어갔다. 이 법에 따라 연간 계획물량의 5%에 적용되는 직할시공제가 대한주택공사(사장 최재덕)에서 시행될 예정이다. 대한설비건설협회는 직할시공제가 시행되기 까지 많은 노력을 기울여 왔다. 대한 설비건설협회는 대통령을 비롯하여 정부와 국회, 건설선진화위원회 등에 도급구조의 개선을 건의한 결과 시법시행이지만 직할시공제가 도입되는 성과를 거두었다. 시범시행되는 3년 동안 설비건설업계는 고품질의 시공을 통해 직할시공제 도입 효과를 입증해야 할 과제를 안고 있다. 본지는 직할시공제가 어떤 것이고 적용계획이 무엇인지, 또 직할시공제가 시공되기까지 대한설비건설협회의 역할 등을 알아본다.

• Korean Journal of Construction Engineering and Management
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• v.14 no.2
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• pp.35-44
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• 2013

Multi-trade Contract Method was introduced as a means of cutting down construction cost of public housing for low income people. Before a specific project delivery method is applied to large public construction project, it is necessary to discuss all the issues raised up from all the parties in construction industry and all the issues which can impact project performance. Thus the interviews were conducted with industrial professionals from diverse organizations and previous studies were investigated to figure out how this newly introduced project delivery method may impact owner's role and responsibility and project performance in terms of cost, schedule, quality and risk. Under the Multi-trade Contract Method, project owner's management tasks will be highly increased, so it should be checked out if the owner can do its role and responsibility. Public owner's organization also needs to be changed and proper project management procedure and system need to be established. In addition, for efficient application of Multi-trade Contract Method, public owner should consider diverse management approach to deliver the project, and how to select and maintain qualified specialty trades.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2003.05a
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• pp.359-360
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• 2003

현재 대부분의 직할 하천은 인공적인 콘크리트와 보도블럭으로 제방이 이루어진 직강하천으로서 생태적으로 하천의 제 기능을 발취하기 어렵다. 이에 하천의 생태 환경을 복원하고자 전라북도 순창군의 경천을 시범구간으로 설정하여 2000년부터 1년간 자연친화적 하천정비사업을 시행하였다. 이때 경천의 자연친화적 하천정비 사업시 적용된 몇가지 상이한 토목공법(환경부, 2002)이 어류의 생태에 어떠한 영향을 끼치는지 3개년(2000∼2002)간 하천수변의 국세조사 매뉴얼-하천판(생물조사편)(건설기술연구원, 2002)에 준하여 수행한 수변조사 및 모니터링 결과를 분석 생명과학분야의 하천생태와 토목공학분야의 공법적용의 밀접한 관계를 확인하여 보고자 한다. (중략)

• Journal of the Korea Institute of Building Construction
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• v.23 no.6
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• pp.673-682
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• 2023

This study investigates the delay in setting characteristics of mortar influenced by variations in super retarding agent(SRA) content, curing temperature, and strength levels. Utilizing a settimeter, the research introduces an objective approach to accurately determine the setting time of concrete with SRA under diverse environmental and material mixing conditions at construction sites. The findings indicate that the settimeter, in conjunction with a nonlinear regression model, can effectively estimate the setting time of super retarding mortar. Optimal management of the initial setting is recommended at approximately 45ST and the final setting around 80ST. This methodology enables more effective quality control in the setting times of super retarding concrete.

• Journal of Korean Society of Steel Construction
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• v.18 no.4
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• pp.447-456
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• 2006

In this study, a torsional test for U-type steel box girders was performed to observe the effects of the kind of panel for top lateral walateral bracings on the torsional behavior of the U-type steel girder system. For the structural tests, the test specimen with a two-thirds scale of the system actually constructed in the field was used. In the torsional test to observe the efects of top lateral bracings, the most economical arrangement of the top lateral bracing was found to be the panel width to length ratio of 1:1.5 with the inclined angle of $40^{\circ}$.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.03a
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• pp.702-706
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• 2009

From the result of analysis the necessity of root fixing stone construction through the result of finite element method, following results were acquired. 1. The consolidation settlement by stone weight is small amount so that it is interpreted there is no stone settlement reducing effect by root fixing stone. 2. It is interpreted that there is no effect existence and nonexistence of the heaving soil to the settlement. 3. There is little settlement reducing effect by root fixing stone but there may be protection of excavation effect. Therefore, for long-term stability, installing the root fixing stone to the section where the typhoon effect directly would be proper.

• Congress of the korean instutite of fire investigation
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• 2011.04a
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• pp.137-160
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• 2011

본 사고분석을 통해 154 kV 절연부싱에서의 폭발사고에 대한 원인을 규명하였다. 결과적으로, 절연부싱의 사양은 국제표준에 적합하였다. 사고당일 기록된 자료에 의하면 R상과 S상에서 거의 동시에 지락사고가 발생하였으며, 지락지속시간은 약 75 ms로써 사고의 영향을 준 시간은 약 67 ms인 것으로 나타났다. R상은 아크에 의한 탄화 흔적, S상은 아크에 의한 탄화흔적과 외부열에 의한 탄화흔적, T상은 외부열에 의한 탄화흔적, 용융흔적은 R상과 S상의 케이블접속부와 플랜지에서 각각 발생하였다. S상의 절연부싱을 이용하여 탄화패턴 중 아크에 의한 것과 일반 열에 의한 것을 분류하여 연면방전이 발생한 것을 입증하였다. 사고추정 시나리오는 현장조사과정에서 나타난 현상과 목격자 진술, 사고원인 분석자료 등을 토대로 하여 작성되었다. 따라서 사고추정을 통해 분석된 자료는 아크생성단계, 열폭주 단계, 폭발단계, 화재단계로 구성하였다. 사고원인 가능성은 사고의 원인, 형태, 영향을 통해 나타난 연결고리를 검토하여 가능성이 낮은 부분을 배제하는 방식으로 진행되었다. 절연부싱의 사고원인은 표면의 오염물질 부착 가능성이 가장 높았다. 이를 근거로 하여 제조, 시공, 관리적 측면에서의 방지대책을 고려하는 것이 바람직할 것으로 판단된다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.9 no.4
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• pp.323-330
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• 2007

Recently, due to the effective land utilization and environmental protection, the construction of 2-arch tunnel has been gradually increased. In spite of this tendency, the mechanical information for the 2-arch tunnel, especially such as its behavior characteristics and mechanism are not enough. Therefore in this study, the theoretical and numerical studies on the behavior characteristics of 2-arch tunnel are carried out and longitudinal optimum separated distance of tunnel face is proposed by considering the analysis results from the behavior of advanced excavation of tunnel and stress of central pillar. As a result, longitudinal optimum separated distance of tunnel face is in 0.5D for the better safety of 2-arch tunnel by rapidly decreasing the stress concentration of central pillar.

• Journal of Korean Society of Forest Science
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• v.94 no.6
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• pp.377-386
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• 2005

This study was carried out to analyse the landslide characteristics by ground investigation, borehole image processing system, field seismic test, laboratory test and ground stability analysis at the landsliding area occurred in Maeri, Sangdong-myeon, Gimhaesi, Gyeongsangnam-do. Region I needs to install data logger system to monitor a land displacement during the heavy rainfall events because the region can be liable to occur the land slide by land creeping. It is needed to restore rapidly, if the land displacement occurs in Region I. Region II needs to monitor and repair because of the possibility of slope failure by long-term soil loss. Region III needs constructions to remove ground runoff and ground water to be infiltrated from talus. Region IV where is a stable region, needs to be protected from land cutting or other man-made damage.

• Journal of the Korean Geotechnical Society
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• v.23 no.10
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• pp.121-131
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• 2007

This study is to investigate the damage assessment of adjacent structures due to excavation in urban environment. Model tests were carried out for 2 story masonry building and frame structures in various shapes and locations. The damage level of adjacent structures were very differently estimated in accordance with the shape ratio (L/h) of structures, construction stages, and various locations. Therefore the most weak part (bay) of structure must be heavily instrumented and monitored in more details at early stage of constructions. The progressive crack development mechanism at various construction stages was revealed through model tests and crack size indicated more conservative side of damage level on the damage level graph.