기후요소에 의한 철골공사 작업불가능일 산정에 관한 연구

이덕형,유정식,유재길,정재훈,정희경,유정호,김창덕,Lee, Duk-Hyung,You, Jung-Sik,You, Jae-Kil,Jung, Jae-Hun,Jung, Hee-Kyung,Yu, Jung-Ho,Kim, Chang-Duk 한국건설관리학회 2006 건설관리 : 한국건설관리학회 학회지 Vol.7 No.4

건설공사에 있어서 작업불가능일수 산정은 정확한 공사기간을 예측하는데 있어 매우 중요한 요소이다. 하지만 기후요소는 예측의 불확실성을 지니고 있어 정확한 공기산정을 어렵게 한다. 또한 기존의 작업불가능일수 산정에 관한 연구는 대부분 철근콘크리트공사를 대상으로 하고 있어, 철근콘크리트의 작업불가능 기준을 철골공사에 적용할 경우에는 많은 오차가 생기게 된다. 본 연구에서는 문헌조사 및 현장 조사 등을 통해 기후요소를 고려한 철골공사의 작업불가능 기준을 설정하고, 이를 서울지역의 15년간 기상데이터에 적용시켜 1년간의 철골공사 총 작업불가능일수를 산정하였다. 철공공사에 영향을 미치는 기후요인으로는 기온, 바람, 강설, 강우 등이 선정되었으며, 철공공사 여러 공종 중 옥외에서 수행되며 철공공사 공기에 많은 비중을 차지하는 철골 설치작업을 대상으로 각 기후요소들이 미치는 영향을 분석하였다. 본 연구에서의 분석결과, 서울지역에서 기후요소로 인해 철골설치 작업불가능일이 연간 총 58일로 산정되었으며, 각 월별 작업불가능일수가 제시되었다. 본 연구의 결과는 다른 지역의 기상데이터를 적용할 경우 타 지역에서의 철골공사 작업불가능일 산정에도 활용될 수 있을 것이며, 이러한 작업불가능일의 산정은 철골공사의 보다 정확한 공기산정과 최적의 착공시기 결정에 도움이 될 것이다. Calculating non-working days is very important element for the accurate estimation of construction time. And non-working days are largely affected by weather factors such as rainfall, wind velocity, snowfall and temperature. In the case of concrete works, there are lots of referable information for the calculation of non-working days due to the weather factors. However, for the structural steel works, there are very limited information only. Through literature survey and interviews with a few engineers, this paper established the weather factors that affect steel structural works and the impact of those factors. Based on the factors and the expected impact of the factors together with the weather data during the last 15 years in Seoul region gathered from Korea Meteorological Administration, this paper suggests the monthly non-working day of structural steel work due to weather factors. This information can be used for the early estimation of construction time.

XML 적용 철골공사 설계변경 프로세스 개선

남경우,서용칠,현창택,구교진,Nam, Gyoung-Woo,Seo, Yong-Chil,Hyun, Chang-Taek,Koo, Kyo-Jin 한국건설관리학회 2006 건설관리 : 한국건설관리학회 학회지 Vol.7 No.1

철골공사 참여자들은 문서를 통해 다른 참여주체와 다양한 정보를 교환한다. 현재의 철골공사 업무체계는 다단계 도급의 형태를 가지고 있어서 참여주체들 간에 문서를 통하여 신속하게 정보를 교환하는데 있어 많은 어려움을 가지고 있다. 따라서 여러 주체가 관련된 설계변경과 같은 문제점이 발생했을 경우 업무처리에 많은 기간이 소요되며 관련 주체들 간의 협의가 불충분해질 우려가 있다 본 연구에서는 현재의 철골공사 설계변경 업무프로세스를 체계화하였으며, 철골공사 참여자들이 신속하고 정확하게 설계변경 업무를 처리함으로써 성공적인 철골공사 관리가 가능하도록 하기 위하여 현행의 설계변경 업무 프로세스에 XML을 적용하여 프로세스를 개선하고, XML지반 철골공사 업무지원시스템(XCOS)을 개발하였다. The participants of steel works should exchange a variety of information with others through documents. However construction steel works in the multistage contract system has a difficulty in exchanging information through the documents promptly. So if the trouble as change orders arise, conducting steel works will take much time, and the participants may not discuss the trouble sufficiently. Consequently this study improved the current business process of steel works. And this developed business support system(XCOS) based on XML so that participants of steel works achieve a successful management of steel works through conducting business rapidly and correctly.

철골공사 추락 사례연구를 통한 사고정보 분류체계 및 중점관리 추락 방지 체크리스트의 개발 - 철골공 및 철골보를 중심으로 -

김진호 대한건축학회지회연합회 2023 대한건축학회연합논문집 Vol.25 No.2

Recently, safety inspection of steel construction is very significant problem because various accidents have occurred such as fall in the steel assembly process by the increase of steel construction and the enlargement of building due to the skyscraper of construction projects. However, the similar falls occur repeatedly due to the shortage of research about the relationship between accident occurrence factors(fall location, craft man, originalcause material, fall cause, etc) as well as analysis of past fall cases. From this point of view, the object of this study is to suggest the methodology of fall prevention to consider rational plans of safety management targeting 137 falls in steel construction from 1993 to 2022. In order to actualize the object of this study, the fall occurrence mechanism was analyzed from the perspective of fall risk factors and fall causes targeting steel engineer and steel girder. The fall risk factors and fall causes were analyzed for each 8 types of construction. Based on the case study and related law, we suggest the classification system of fall informations in steel construction and develop pre-inspection checklist for prevention of the critical management falls in steel construction.

건축공사 착공 전 단계의 공정리스크 관리도구 개발 - 철골공사 중심으로 -

서상욱,윤유상,김선국,Suh Sang-Wook,Yoon You-Sang,Kim Sun-Kook 한국건설관리학회 2005 건설관리 : 한국건설관리학회 학회지 Vol.6 No.1

건축공사에서의 리스크 관리자들은 전체 공기에 영향을 미치는 공정리스크 관리에 대한 중요성에 대해 공감하고 있지만 그 에 대한관리 절차 및 도구 등이 체계화되어 있지 않아 공정관리에 어려움을 겪고 있다. 또한 기존의 리스크 관련 연구에서의 리스크 분류체계는 현장업무 중심으로 이루어지지 않아 실용화되기에 한계가 있다. 따라서 본 연구에서는 전체 공정에 많은 영향을 미치는 철골공사를 대상으로 공사 프로세스 중심의 리스크 분류체계와 주요 공정 리스크 요인과 연계한 업무 플로우를 제시하였고, 공정리스크 관리업무의 효율성을 제고하기 위해 공정리스크 중요도를 분석하였으며, 이를 기반으로 공정 리스크 요인별 대응방안 및 세부대책으로 이루어진 공정 리스크 관리 도구를 개발하였다. The purpose of this study is to develop a supporting tool for efficient management, at preconstruction phase, of the schedule risk that is able to generate at construction phase. The main contents of this study to develop a practical tool are as follows. First steel work was selected as a relevant trade and a risk breakdown structure focused on the process of steel work having large effect on total construction process was made. Secondly, the work flow considering schedule risk factor was made and schedule risks that must be managed preferentially through analyzing the grade of importance for risk was selected. Finally, based on above two procedure, the management form for schedule risk was developed It is necessary to accumulate abundant data for schedule risk for other construction process and to develop a manual and a schedule risk management system.

철골세우기 작업의 영향요인별 현장생산성 측정 및 분석

허영기,이지용,윤석헌,태용호,안방률 한국건축시공학회 2009 한국건축시공학회지 Vol.9 No.2

In today's construction industry, buildings have been more complicated and higher, the demands of steel works have been increasingly concerned, which makes the schedule planning and management more significant. However, in actual construction sites, management is more based on a manager's construction experience than productivity data accumulated in previous projects. Moreover, most of the existing studies also featured a theoretical approach rather than an analysis of data straightforwardly collected in sites. In this study, a steel-erection site was visited to collect productivity data. The study found that there were significant disparities between aboveground work productivity and underground work; one tower crane operated work and two tower crane operated; and work productivity conducted in clear weather condition, cloud and rainy. However, the productivities of ‘first node on ground’ and ‘second node on ground’ were estimated similar. The productivity data collected and factors affecting the productivity will help managers to plan and control their similar steel-erection works. This study will also be beneficial for those performing related studies. In today's construction industry, buildings have been more complicated and higher, the demands of steel works have been increasingly concerned, which makes the schedule planning and management more significant. However, in actual construction sites, management is more based on a manager's construction experience than productivity data accumulated in previous projects. Moreover, most of the existing studies also featured a theoretical approach rather than an analysis of data straightforwardly collected in sites. In this study, a steel-erection site was visited to collect productivity data. The study found that there were significant disparities between aboveground work productivity and underground work; one tower crane operated work and two tower crane operated; and work productivity conducted in clear weather condition, cloud and rainy. However, the productivities of ‘first node on ground’ and ‘second node on ground’ were estimated similar. The productivity data collected and factors affecting the productivity will help managers to plan and control their similar steel-erection works. This study will also be beneficial for those performing related studies.

3차원 객체 정보 추출 및 자동 공정 생성을 통한 실시간 진도관리 시스템에 관한 연구

주현태(Ju Hyun-Tae),전낙근(Jeon Rak-Keun),김경환(Kim Kyung-Hwan),김재준(Kim Jae-Jun) 대한건축학회 2008 大韓建築學會論文集 : 構造系 Vol.24 No.10

At construction industry, many matters that are Cost reduction, a term of works reduction, productivity increases and so on are required. At the side of management and construction, development of technologies is required for accomplishing requirement matter effectively. Comparing the planned progress with the actual progress and finding the problem from the early stage of the project is especially important in a construction management aspect. Therefore the building of realtime progress management system that can realtimely collects and create and save information is necessary. This study suggest that the method of real-time information collection and progress management through RFID, construction automation and so on by focus on steel structural construction. And this study develops real-time progress management prototype system that compares and analyzes realtimely collected information with an estimate schedule which is automatically created through 3D object-information extraction.

소규모 건축공사의 BIM 정보 활용을 위한 프로세스 제안 - 철골공사 중심으로 -

김진광(Kim, Jin-Kwang),유무영(Yoo, Moo-Young),함남혁(Ham, Nam-Hyu),김재준(Kim, Jae-Jun),최창식(Choi, Chang-Shik) 한국BIM학회 2018 KIBIM Magazine Vol.8 No.2

The current study focused on the utilization of building information modeling (BIM) data in steel-frame structures, which help to reduce project durations because they employ prefabricated structural members that are assembled on-site. In addition, a business process model was proposed using BIM data collected during the preconstruction, structural steel fabrication, and on-site construction phases of an actual steel-frame project. The ultimate expectation is that BIM data support at each phase, as well as the increased understanding among project participants, will result in an increase in project management productivity. The results from the current study are summarized as follows: To implement a BIM capable of application to steel-frame projects and data utilization, existing theories were studied to develop the construction project steps, both generally into the preconstruction (A1), steel fabrication (A2), and on-site construction phases, (A3) and specifically into 19 BIM-applicable phases. Based on the derived BIM-applicable phases, the model elements of the BIM object were identified, and the shortcomings of existing steel-frame projects were ameliorated, resulting in an improved data flow model. Moreover, for the proposed BIM data flow to progress efficiently, the BIM specialist needs to be well-acquainted with the phase-specific three-dimensional (3D) model output, and the infrastructure to construct an error-free 3D model must be provided. Based on the actual construction example, the BIM data utilized steel-frame projects - via production reports, clash checks, two-dimensional (2D) drawings, four-dimensional (4D) simulations, and 3D scanning - to make cooperation and communication among participants easier.

FMEA를 활용한 철골공사 작업지연요인의 중요도에 관한 연구

이현철,이재홍,고성석 한국건설관리학회 2009 한국건설관리학회 논문집 Vol.10 No.1

철골구조의 확산과 보편화에 따른 건설산업의 대형화, 복합화 추세에 따라 건설 프로젝트의 수행 과정 중 수반되는 작업지연과 같은 불확실성 리스크 요소는 프로젝트의 공기증가, 비용상승, 품질저하로 이어지며 프로젝트의 성패에 영향을 미치는 중요한 관리요소로 간주되고 있다. 이에 전체 프로젝트의 완성도에 영향을 미치는 불확실성 요소에 관한 체계적인 관리방안이 요구되고 있으며, 건설 프로젝트 수행시 발생가능한 작업지연요인을 분석하고 이를 관리하는 것은 건설사업의 확실성을 높일 뿐만 아니라 경쟁력을 높이는 방법이라 할 수 있다. 이러한 측면에서 작업지연요인의 효율적인 관리를 위해서는 각 항목간 정량적 분석방법에 의한 우선순위를 산정하여 해당 공정별로 중점 관리하는 노력이 필요하다. 따라서 본 연구에서는 철골공사를 대상으로 공정별 작업지연요인을 파악하고, FMEA를 활용한 작업지연요인별 중요도의 정량적 수치화를 통하여 작업지연요인을 효과적으로 제거하고 관리할 수 있도록 공정별 코드화한 중점관리항목을 제시함으로써 효과적 관리 및 작업지연 예방을 위한 기초적 자료를 제공하고자 하였다.

지하철골공사 공사비산정기준 마련을 위한 현장조사 연구

송태석 ( Song Taeseok ),한상준 ( Han Sangjun ),안방율 ( An Bangyul ) 한국건축시공학회 2023 한국건축시공학회 학술발표대회 논문집 Vol.23 No.1

Steel construction is one of the commonly used methods in building construction due to its efficiency in terms of time and cost. In particular, the top-down method using steel frames is widely used in the construction of underground structures in urban areas to shorten the construction period. However, there is currently no standardized cost estimation for subway steel frame construction in Korea, causing difficulties in determining the expected cost. In this study, we aim to provide basic data for establishing a cost estimation standard for subway steel frame construction through on-site surveys of subway steel frame construction commonly used in urban areas.

철골공사에서의 타워크레인 양중계획 프로세스에 관한 연구

정덕기 ( Jung Deok-gi ),박정로 ( Park Jung-lo ),김주형 ( Kim Ju-hyung ),김재준 ( Kim Jae-jun ) 한국건축시공학회 2011 한국건축시공학회 학술발표대회 논문집 Vol.11 No.2