• Title/Summary/Keyword: Standard Construction Period

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Analysis of the Influence of Changing the Announcement Date of Standard for Construction Cost Estimation (표준시장단가 공고시기 조정에 따른 영향분석 연구)

  • Lee, Ju-hyun;Baek, Seung Ho
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.06a
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    • pp.204-205
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    • 2020
  • Construction Standard Unit Price is the unit price calculated based on the market price for work items in construction projects that have already been conducted. It is used as basic data for calculating the budget price of public construction projects. In the Construction Standard Unit Price Book implemented in the second half of 2020, there are 1,810 types of unit prices. Since 2017, 100-150 construction standard unit prices have been revised semiannually (on January 1 and July 1 of each year) through Construction Site Surveys. Other work items have been set based on the rate of inflation during the corresponding period. Later in 2020, this procedure was changed, with on-site survey period extended to one year to strengthen the construction standard unit price investigation. The revisions previous announced during the second half of the year were changed only to reflect the price inflation rates. With such changes in the revisions to construction standard unit prices, one important issue that was raised: The timing of announcing the revisions during the second half of the year (reflecting the price inflation rates). The market unit wage, which is the unit price standard of labor cost that takes up a large part of the construction cost, is announced in January and September. The figures announced in September is reflected on the construction standard unit price four months later in January, but the market unit wage announced in January is reflected only six months after in July, which causes a timing issue. As such, the current study analyzed problems rising from the changed timing of the announcements of the construction standard unit price during the second half of the year, in addition to analyzing their impact on public construction projects.

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The Impacts of Reduced Labor Hours on the Construction Period and Cost of Tunnel Project (근로시간 단축에 따른 터널 공사의 표준 공기 및 공사비 영향 분석)

  • Park, Taeil;Kim, Kyunghoon;Shin, Eun-Young
    • Korean Journal of Construction Engineering and Management
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    • v.20 no.2
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    • pp.37-43
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    • 2019
  • After the new standards for labor hours has been released, various problems come up in construction field, such as income reduction of employees, extension of construction period and increased construction cost. Although it is expected that the impact of the new standard on the construction industry is more worse than other industries form the view of productivity, not much works have been done to identify those impacts. Thus, this research proposes the standard construction processes, excavation cycle, and unit construction period for NATM tunnel project based on 'Construction Standard Production Rates.'The study also investigated the impact of reduced labor hours on the management of work crews, construction periods and costs of tunnel projects. The results showed that under the 52 labor hour standard, the construction periods for the excavation work and whole project was increased by 20% and 8.9%, respectively, but the construction costs for the excavation work and whole project was decreased by 1.4% and 0.6%, respectively.

Analysis of Standard Construction by TBM Diameter through the Rock Scenario Models in the Field (현장 암반 시나리오 모델을 통한 TBM 구경별 표준 공사기간 분석)

  • Park, Hong Taea;Lee, Yang Kyu
    • Journal of the Society of Disaster Information
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    • v.9 no.2
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    • pp.195-205
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    • 2013
  • Construction Management means a comprehensive plan of given the resources and the operation of the elements to complete the construction within the construction period. The construction period of these shall be determined by calculation based on reliable initial business. However, in actual field, inaccurate task duration is determined to the intuitive judgments of representative, reference of a similar project construction period of the past. As previous studies for the improvement of existing methods, This study presented a standard model that can be utilized in the early stages of construction projects for the TBM method operating by diameter (2.6m, 3.0m, 3.5m, 5.0m, 8.0m), and This study presented and calculated construction period which can estimated quickly the entire outline the construction period Therefore, When performing TBM construction work in the future, the total construction period which presented and analyze by TBM diameter, can be used as a useful material which plan and manage construction contracts, construction estimating, construction planning to the basic planning stage, and the basic design stage.

A Study on Standard Construction Process Management System for Prediction of Proper Construction Period of Subsea Tunnel (해저터널 적정 공사기간 예측을 위한 표준공정관리 체계 연구)

  • Bae, Keunwoo
    • Korean Journal of Construction Engineering and Management
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    • v.18 no.4
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    • pp.36-47
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    • 2017
  • As a typical domestic subsea tunnel construction the Gadeok subsea tunnel applying the method of immersed tunnel has been completed and the Boryeong-Taean subsea tunnel is under construction using NATM. The high-speed railway subsea tunnels between the Honam and Jeju are under consideration, and the feasibility of constructing subsea tunnels with Japan and China is also under consideration. However, it is difficult to provide the process plan information for the construction work such as the analysis of the feasibility of the subsea tunnel and the prediction of the proper construction period because there is no case of domestic construction for it applying the shield TBM method. Due to economic and other reasons, government organizations are reluctant to apply the shield TBM, and there is lack of data on the construction process management field using the shield TBM method. Therefore, a standard construction process management system for the subsea tunnel is needed to analyze the feasibility of the subsea tunnel and to predict the proper construction period. By presenting the standard construction process management system of subsea tunnels such as WBS, Network Diagram, and construction period calculation model, I hope to contribute technically and economically to future subsea tunnel projects.

A Study on the Correlation Analysis of Construction Period and Defect Repair Costs of Apartment Housing (공동주택 공사기간 및 하자보수비용의 상관관계 분석 연구)

  • Lee, Young-Jae;Cho, Dong-Hyun;Lee, Mi-Young;Park, Sang-Hun;Koo, Kyo-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2019.11a
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    • pp.48-49
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    • 2019
  • The number of disputes over defects after completion of construction work in apartment buildings is increasing every year. In this situation, the prediction of reasonable defect repair costs is very important. In this paper, we are going to collect basic data for predicting defect repair costs through the correlation analysis of the construction period and defect repair cost of apartment houses. For this purpose, first of all, the construction period and defect repair cost of apartment houses were analyzed to analyze the construction period for each type of work, the construction period for each project type, and the construction period for each standard calculation. Next, the correlation between defect repair cost and the independent variables of the candidate was conducted. According to the analysis, the ratio of framing air, the ratio of finishing air, and the number of delay days showed strong correlation.

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Mathematical Algorithm for Members Erection Period of Beam-Column System PC Apartment Building (보-기둥구조 PC공동주택의 부재 조립기간에 대한 수학적 알고리즘)

  • Kim, Ki-Ho;Lee, Bum-Sik;Kim, Jin-Won;Lee, Dong-Gun;Kim, MIn-Jun;Sohn, Jeong-Rak
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.117-118
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    • 2023
  • Estimating the construction period at the initial stage of the project and determining whether it is appropriate is very important for the developer's decision-making and the success of the construction company's business. Existing researchers have conducted various studies to calculate the appropriate construction period, but there is no study on the influencing factors and methodology for the construction period of beam-column PC apartment building frame construction. The purpose of this study is to calculate the PC member assembly time using the mathematical algorithm of PC member assembly. The results of this study can be used as basic data to calculate the construction date of the standard floor of PC construction.

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A Study on the Application of New Strength Control Model of Concrete Structure using Freiesleben Function (Freiesleben 함수를 이용한 콘크리트구조물의 새로운 강도관리모델 적용에 관한 연구)

  • Kim, Moo-Han;Nam, Jae-Hyun;Kim, Jeong-Il;Khil, Bae-Su
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.7 no.2
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    • pp.135-140
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    • 2003
  • As a construction technique is developed recently, the construction space and construction period are considered to important matters. Especially, in case of construction period, several method is proposed for strength control in the construction field. However there are very little strength control models for application of internal condition. The purpose of this study is to develop a strength control model for application of variety internal condition at construction field. The results are as follows ; 1) According to the results of compressive strength of concrete evaluated by logistic curve and proposed curve, proposed curve is applicable of construction field because there is similar relation with logistic curve. 2) It is shown that the construction period is shortened by reduction of the formwork removal time, because a predicted compressive strength of using the new curve is higher than the proposed compressive strength of standard.

A Study on the Establishment of Construction Cost Estimation Standard of Underground Steel Construction through Field Survey (지하철골공사 공사비산정기준 마련을 위한 현장조사 연구)

  • Song, Taeseok;Han, Sangjun;An, Bangyul
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.339-340
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    • 2023
  • 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.

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Analysis and Survey on Occupational Safety and Health Management Expenses in the Construction Industry (건설업 산업안전보건관리비 사용 실태조사 및 분석)

  • Sung-Yun Kang;Oh-Se Wook;Kim-Chang Won;Kihyo Jung
    • Journal of the Korea Safety Management & Science
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    • v.25 no.2
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    • pp.113-120
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    • 2023
  • Occupational safety and health management expenses in the construction industry are statutory and separately included in the cost statement to prevent occupational accidents and health problems. The expenses are determined by multiplying the standard amount by the rate decided according to construction types and scales. However, the current expense appropriation method does not properly reflect the recent changes in the construction industry such as industry size, industry diversification, and social atmosphere about safety reinforcement. This study surveyed 1579 questionnaires in total and analyzed expense execution rate and proportion of each expense category. The expense execution rate was relative higher in complex construction (e.g., heavy construction = 126%, civil engineering = 125%) and long-period project (equal to or over 48 months construction = 133%) compared to general construction (98~116%) and short-period project (less than 48 months construction = 115%). The proportion of spending expenses was higher in the category of safety manager labor costs (25~52%), safety facility costs (22~40%), and personal protective equipment costs (10~25%). The analysis results of the study can be utilized in revising the standard expense appropriation method by reflecting the current usages of the occupational safety and health management expenses in the construction industry.

Economic Analysis of Neighborhood Facility using the U-flanged Truss Hybrid Beam (U-플랜지 트러스 복합보를 사용한 근린생활시설의 경제성 분석)

  • Oh, Myoung Ho;Park, Sung Jin;Kim, Young Ho
    • Journal of Korean Association for Spatial Structures
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    • v.21 no.3
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    • pp.77-84
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    • 2021
  • In this study, In order to apply the U-flanged truss hybrid beam to the actual construction site, the structural design of the basic module of the middle and low-rise neighborhood living facilities was performed according to the Korea Design Standard, and the construction cost and construction period were compared with the traditional reinforced concrete structure system. As a result of analyzing the construction cost for the basic module, if the U-flanged truss hybrid beam and D-Deck slab system are used, the construction cost can be reduced by 86% compared to the traditional reinforced concrete structure system. In addition, as a result of analyzing the construction period for a floor area of 1,000m2, using the U-flanged truss hybrid beam and D-Deck slab system can save 2.0days in construction period compared to the traditional reinforced concrete structure system. Therefore, the U-flange truss hybrid beam can secure sufficient economic feasibility compared to the existing reinforced concrete method in terms of cost reduction and shortening of construction period.