• Title/Summary/Keyword: Construction level

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A Study on Middle School Students' Problem Solving Processes for Scientific Graph Construction (중학생의 과학 그래프 구성에 관한 문제 해결 과정 연구)

  • Lee, Jaewon;Park, Gayoung;Noh, Taehee
    • Journal of The Korean Association For Science Education
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    • v.39 no.5
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    • pp.655-668
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    • 2019
  • In this study, we investigated the middle school students' processes of scientific graph construction from the perspective of the problem solving process. Ten 9th graders participated in this study. They constructed a scientific graph based on pictorial data depicting precipitation reaction. The think-aloud method was used in order to investigate their thinking processes deeply. Their activities were videotaped, and semi-structured interviews were also conducted. The analysis of the results revealed that their processes of scientific graph construction could be classified into four types according to the problem solving strategy and the level of representations utilized. Students using the structural strategy succeeded in constructing scientific graph regardless of the level of representation utilized, by analyzing the data and identifying the trend based on the propositional knowledge about the target concept of the graph. Students of random strategy-higher order representation type were able to succeed in constructing scientific graph by systematically analyzing the characteristics of the data using various representations, and considering the meaning of the graph constructed in terms of the scientific context. On the other hand, students of random strategy-lower order representation type failed to construct correct scientific graph by constructing graph in a way of simply connecting points, and checking the processes of graph construction only without considering the scientific context. On the bases of the results, effective methods for improving students' ability to construct scientific graphs are discussed.

A study on estimation status and improvement plan of the repair and replacement cycle of a building (건축물 수선교체주기 산정현황과 개선방안에 관한 연구)

  • Kim, Jong-Rok;Son, Jae-Ho
    • Journal of the Korea Institute of Building Construction
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    • v.10 no.1
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    • pp.193-198
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    • 2010
  • This study aimed at presenting the improvement plan for estimation of the repair and replacement cycle to analyze these current problems by considering the repair and replacement cycle theoretically and examining estimation status of home and abroad, and then drawing implication and problem based on brainstorming and expert opinion. The findings of a study is as follows. First, the problem is, for the domestic, that there is no clear standard of division to the cycle of repair and replacement and the repair and replacement cycle considering capability to deal with the change by construction method, development of the function of material and the number of years of progress is not being applied. That is, an estimation of economical repair and replacement cycle which considers the case that a large scale repair with the level of remodeling is done between 25 years and 35 years is necessary. For estimating the repair and replacement cycle, foreign country is providing this according to the use or the level of function of a building, but it is not the case for the domestic. A characteristic of each building should be reflected and the standard of estimation of the repair and replacement cycle to new construction material or method should be prepared to improve this. In addition, the method of classification of the subject item for the repair and replacement is necessary to be reorganized to be able to apply the standard of initial construction item of a building. Also, it is considered that a service standard which can reset the repair and replacement cycle based on status of a building with escape from the existing definite setup of the repair and replacement cycle through the management of background data of the repair and replacement is going to be necessary.

Performance Evaluation of Premier Global Construction Engineer Training Program (글로벌 건설 엔지니어링 고급인력 양성사업의 성과평가)

  • Park, Hyeon;Park, Inseok
    • Korean Journal of Construction Engineering and Management
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    • v.19 no.3
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    • pp.97-104
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    • 2018
  • This paper aims to evaluate the performance of S University's Premier Global Construction Engineer Training Program. The net impact of the program is evaluated through a quasi-experiment design approach. The competency level of an individual participant is compared with that of a non-participating expert with similar professional background. The results show that the training program contributed to a significant improvement in the professional competencies of the participating students. The competency level was regressed on the subjects of curriculum. The achievements are attributable to a group of subjects focused on the skills for project development such as PPP, feasibility study, and project financing. Another group of subjects found to have significantly contributed to the improved competencies can be categorized as subjects focused on nurturing global perspectives. The paper shows it is possible to quantify the contribution of the program and the results provide a set of information that can be useful in designing and operating similar programs.

Tension Test on the Bar-type Anti-buoyancy Anchors in the Weathered Rock (풍화암에 시공된 Bar Type 부력저항 앵커의 인장 시험)

  • Park, Chan-Duk;Lee, Kyu-Hwan;Ryu, Nam-Jae;Lee, Song
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.8 no.1
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    • pp.175-181
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    • 2004
  • This study is about a section where underground water level occurs at the underground 5m depth by the excavation of the ground, as a stream is adjacent to a excavation section of High Speed Railway ${\bigcirc}{\bigcirc}$ Station construction sections and a reservoir being always full of water is located at the left side of the construction section. Therefore this test is executed for the design and construction of buoyance anchors able to permanently prevent buoyance by the underground water level at working and for the stable construction and permanent smooth maintenance of structures. In this test, bar type anchors are divided according to their length and standard to execute test-anchor test, and In spot test, 9 test-anchors test, proof test to construction process, suitability test and acceptance test are executed 4 times to 9 test-anchors by dividing anchors according to the length of permanent anchor, the outer diameter of bar and boring diameter. Standard motion characteristic centering on load transmission and break mechanism of bar-type anchors for the prevention of buoyance will be showed in the thesis.

Development of a Pavement Cutter for Eco-friendly Road Excavation Construction (친환경 도로굴착 시공을 위한 도로절단기 개발)

  • Kim, Kyoontai
    • Korean Journal of Construction Engineering and Management
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    • v.23 no.6
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    • pp.111-118
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    • 2022
  • Recently, as underground facilities buried under roads in Korea are aging, the amount of underground facility maintenance work is rapidly increasing. For the maintenance and management of such underground facilities, the cutting work of the road pavement should be preceded. However, the conventional road pavement cutters used in Korea are not eco-friendly, and the reality is that they generate a lot of noise and cutting sludge (scattering dust). Therefore, in this study, the concept of the cutting sludge recovery device was derived, and an eco-friendly pavement cutter including this function was designed and manufactured. The developed equipment took about 20 to 30 seconds to cut 1m to a depth of 100 to 150mm. Also, the sludge suction performance was good in most sections, and the noise level of the equipment briefly measured at a distance of 2m was 82.7dB on average. However, due to the limitation that the developed equipment was at the level of the first prototype, the driving stability was somewhat low, and equipment abnormalities such as engine shutdown and sludge recovery performance decreased in some cases. The cutting performance and sludge recovery function will be more stable through tuning and improvement of the developed prototype in the future. In addition, we plan to quantitatively compare and analyze productivity by applying the improved prototype to actual field conditions.

A Study on Construction & Management of Urban Spatial Information Based on Digital Twin (디지털트윈 기반의 도시 공간정보 구축 및 관리에 관한 연구)

  • Lih, BongJoo
    • Journal of Cadastre & Land InformatiX
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    • v.53 no.1
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    • pp.47-63
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    • 2023
  • The Seoul Metropolitan Government is building and operating digital twin-based urban spatial information to solve various problems in the city and provide public services. Two essential factors to ensure the stable utilization of spatial information for the implementation of such a digital twin city are the latest and quality of the data. However, it is time-consuming and costly to maintain continuous updating of high-quality urban spatial information. To overcome this problem, we studied efficient urban spatial information construction technology and the operation, management, and update procedures of construction data. First, we demonstrated and applied automatic 3D building construction technology centered on point clouds using the latest hybrid sensors, confirmed that it is possible to automatically construct high-quality building models using high-density airborne lidar results, and established an efficient data management plan. By applying differentiated production methods by region, supporting detection of urban change areas through Seoul spatial feature identifiers, and producing international standard data by level, we strengthened the utilization of urban spatial information. We believe that this study can serve as a good precedent for local governments and related organizations that are considering activating urban spatial information based on digital twins, and we expect that discussions on the construction and management of spatial information as infrastructure information for city-level digital twin implementation will continue.

A Study on the Status of Fine Dust Generated from Construction Waste Intermediate Treatment Plants in Rural Area and Its Impact on Neighboring Areas (농촌지역 건설폐기물 중간처리 사업장에서 발생하는 미세먼지의 발생 현황 및 인근 지역에 미치는 영향 연구)

  • Jang, Kyong-Pil;Park, Ji-Sun;Kim, Byung-Yun
    • Journal of the Korean Institute of Rural Architecture
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    • v.25 no.4
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    • pp.9-16
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    • 2023
  • In this study, the status and characteristics of fine dust and its impact on neighboring areas were investigated to proactively respond to the government's environmental regulations expected in the future and to minimize the damage by the fine dust generated at construction waste intermediate treatment plants. In addition, since there are no such plants that can affect the surroundings with no houses or other waste treatment sites nearby, an independently located construction waste intermediate treatment plant was selected to compare the characteristics of fine dust with that from the construction waste intermediate treatment sites located in the downtown area. The conclusions of the study are as follows. (1) The measurement results of PM10 at 4 points in the plant showed that the location where the crushing facility was operating had an elevated level of fine dust at 80㎍/m3 on average and a maximum of 124㎍/m3, and the level rose to 110㎍/m3 at points where vehicles frequent. (2) The PM2.5 measurement results inside the plant showed that the average concentration of the reference point was 16㎍/m3 and the maximum value was 20㎍/m3, which was distributed within the management standard. (3) It was found that the average concentration of PM10 in the nearby area ranged from 28 to 38㎍/m3, which was similar to or lower than 36㎍/m3 of the reference point. Therefore, the concentration of the fine dust generated in the plant had a negligible effect on the increase in concentration of fine dust in nearby areas. (4) The heavy metal contents were measured from the filter paper collected from the plant. The PM10 was found to be about 14 to 26ng/m3, and PM 2.5 was 25 to 28ng/m3, which was the average of domestic atmospheric concentrations. (5) The SEM-EDX analysis results showed that the PM10 contained Si and O around 40% similarly for both. The SiO2, a component of silica occupied the most and C was present as CaCO3, which was assumed to be a limestone component. The remaining components included NaO, Al2O3, and CaO as trace oxides. (6) The SEM-EDX analysis results showed that the PM 2.5 contained 5 to 7% of Cl, which is a chlorine ion, and a small amount of K was detected at 2.51% in the sample from the shutdown plant.

Comparative Analysis of Default Risk of Construction Company during Macroeconomic Fluctuations (거시경제변동 전후 건설기업의 부실화 비교분석 - IMF 외환위기 및 서브프라임 금융위기 전후를 중심으로 -)

  • Choi, Jae-Kyu;Yoo, Seung-Kyu;Kim, Jae-Jun
    • Korean Journal of Construction Engineering and Management
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    • v.13 no.4
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    • pp.60-68
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    • 2012
  • The past IMF foreign exchange crisis and subprime financial crisis had a big influence on variability of macroeconomics, even if the origin of its occurrence might be different. This not only had a significant infrequence on the overall industries, but also produced many insolvent companies by being closely linked with a management environment of an individual construction company leading the construction industry. Actually, the level of default risk of construction companies before and after fluctuation of macroeconomics gets to experience a rapid changing process, and a difference in reaction against shock exists according to each company. Accordingly, the purpose of this paper is to confirm the fluctuation process of the default risk of construction companies under the fluctuation of macroeconomics such as the IMF financial crisis and the subprime mortgage crisis. As an analysis result, it is judged that the subprime financial crisis gave bigger shock to construction companies than the foreign exchange crisis, and it is expected that this would have a relation with the construction market before shock of macroeconomics. In addition, it was analyzed that when comparing insolvent companies with normal companies, the recovery speed of normal companies is faster. It is judged that this was affected by a difference of internal business capacity between insolvent companies and normal companies.

A Study on the Policies to improve the Escalating Regulations of Construction Price - With a Focus on Results of a Delphi Survey - (물가 변동에 따른 건설공사비 조정 제도의 개선 방안 - 델파이(Delphi) 설문 조사 결과를 중심으로 -)

  • Choi Min-Soo
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.6 s.22
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    • pp.203-211
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    • 2004
  • This study is the results to survey on the problems and improvable Policies for current escalation system in construction contracts, through a Delphi survey to experts. From the survey results, it is desirable to decide the fluctuation rate of construction cost, which is the requirement of escalation clause, on the basis of inflation rate or construction cost index. The desirable price fluctuation rate is proposed as a $3\%$ level. However, it is difficult for construction companies to cope with the sudden increase of material price in advance, arising from short-term shock factors such as exchange rate and international raw material's price. Accordingly escalation system for specified materials, as an exceptional mode, should be introduced. As a method to calculate the fluctuation rate, ARCA(adjustment rate for the categories of articles) is more desirable than ARI(adjustment rate for an index), because the ARCA can be more reflected the characteristics of each construction work.To rationalize the ARI method, it is needed to announce the wage index, material index and machinery expense index via detailed classification by construction types. Also, it is desirable to prescribe the bidding date as a starting date of the price change, rather than contact signing date. considering the price change can happen since the biddiilg stage.

Risk analysis for sidetrack construction during subway tunnel operation (기존 지하철 터널 운영 중 대피선 건설 시공 리스크 분석)

  • Jun, Jonghun;Chung, Heeyoung;Koh, Sung-Yil;Yoon, Hee Taek;Yi, Na Hyun;Choi, Hangseok
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.4
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    • pp.401-417
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    • 2020
  • As an increasing demand for rapid railway transportation, the construction of sidetrack is inevitable to operate local and express trains simultaneously. However, the current technologies for the sidetrack construction method require a long construction period by interrupting the operation of the existing subway line, as well as cause a huge economic loss. Thus, it is necessary to study the sidetrack construction method under the special situation that the subway is in operation and to analyze the risk of the existing tunnel enlargement process for the sidetrack construction. Therefore, in this paper, the Government Complex Gwacheon station on Subway Line 4 was considered as a target station for the virtual sidetrack construction and the optimal sidetrack construction plan was derived. Subsequently, the application of risk management process was carried out in the order of identifying risk, risk response planning, performing a risk analysis, risk monitoring and control for potential risk events during the construction of sidetrack under the subway operation. A total of eight potential risk events and risk mitigation methods were selected, and a risk assessment matrix was established using the five-step risk probability and impact level criteria to perform the risk assessment including residual risks. Based on the results of the risk assessment, the risk grade and the reduction effect of each risk mitigation method were confirmed.