• Title/Summary/Keyword: Construction Quality

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Necessity Review of IPD(Integrated Project Delivery) for Free-Form Building in Domestic (비정형건축물의 IPD(Integrated Project Delivery) 도입 필요성 검토)

  • Kim, Sung-Jin;Park, Sung-Jin;Ryu, Han-Guk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.308-309
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    • 2014
  • A lot of very complex free-form buildings such as Seoul City Office and DDP(Dongdaemun Design Plaza) have been recently built nowadays in domestic. However, as construction methods and cost data are decided without enough discussion and collaboration with specialized subcontractors during design stage, construction quality problems and cost overrun of the free-form buildings are thus occurred during construction stage. Therefore design system and process or contract and ordering system should be developed participating the specialized subcontractors during design stage in order to perfect the free-form design and construction. Especially US has thus an effort to apply IPD(Integrated Project Delivery) system which can solve the problems of construction quality, productivity decrease and cost overrun by constructing the buildings based on exact drawings and collaboration as well as activating BIM(Building Information Modeling). Therefore this study reviews cases of the free-form buildings in domestic and then presents necessity review of IPD in domestic.

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A Test Compacted Construction for Subgrade in the 3rd Runway of the 2th Incheon International Airport Construction Area using Crushed Stone (인천국제공항2단계 제3활주로 부지에서 파쇄암을 이용한 노상 시험다짐 시공)

  • Kim, Jong-Kuk;Son, Hyung-Ho;Kim, Young-Ung;Kim, Yong-Cheol;Kim, Dong-Chul;Kim, Yeon-Jung
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.507-514
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    • 2005
  • In this construction case study, Crushed stone under 100mm diameter was carried out a test compacted construction for subgrade in the 3rd. runway of the 2th Incheon International Airport Construction area. Conforming to specification needs a minimum rolling compacted number 10 for upper subgrade 100% compaction degree indicated in Federal Aviation Administration and $K_{30}{\geq}20kgf/cm^3$ in plate bearing test. $K_{30}$ to be acquired 100% compaction degree of upper subgrade is confirmed to about $31kgf/cm^3$ from correlation $K_{30}$ vs relative compaction degree.

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A Study on the inhabitants' Satisfaction Degree in the Defect-Management system (공동주택 하자처리과정에 대한 거주자 입장의 만족도 분석)

  • Suk Sung-Joon;Yoo Hyun-Kyoung;Kang Kyung-In
    • Proceedings of the Korean Institute of Building Construction Conference
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    • v.y2004m10
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    • pp.91-94
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    • 2004
  • The demand for apartments is decreasing as the condition of housing market in Korea has changed. Therefore, construction companies have to understand the needs of the customers to win over them. It is important for construction companies not only to supply customers with high quality apartments but also to provide them high service quality for a long range plan. One of the important service of the construction companies is after-service(A/S) that includes the defect management. The inhabitants' unsatisfactory defect management will worse the image of the company among the future customers. Also A/S is one of the best way for the company to create good impression to the customers. so the defect management carried out by construction firms has to satisfy the inhabitants. In this study. the degree of association between inhabitants satisfaction and the company's image is proved and the factors of the inhabitants dissatisfaction in defect-management are presented. The major factor that causes dissatisfaction is the long service time of the defect management. Therefore, shortening the time of process taken to deal with the defects would allow construction outfits to satisfy their customers effectively and to be more competitive ones in the Korean apartment market.

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Research on Participation Plans of Professional Consultants by Staege to Prevent Defects in Stone Constructions (석재공사의 하자예방을 위한 전문 컨설턴트의 단계별 참여방안에 관한 연구)

  • Kim, Jong-Phil;Kim, Geun-Hwan;Jang, Kil-San
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.05a
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    • pp.258-259
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    • 2017
  • As the use of advanced quality materials in constructions has been increasing since 1980 with the improvements in the quality of life and economic scale, there has been drastic increase in constructions using stones for the internal and external construction materials. However, the reality is where many problems rise due to improper construction and management of uncertified stones which shorten the expiry date of the stones and act as the factor causing defects in buildings. Such defects not only bring economic losses but also influence consumer choice and act as risk factors to demand expansion of stone market. Therefore, the object of this study lies on proposing plans to prevent personal and economical losses due to repetitive defects by deriving the types of defects generated by process in stone constructions and identify the causes. Also, proposing construction process management plans as the measure for defect prevention, analyzing problems of stone constructions followed by the whole proves of design, construction and maintenance of stones, and solving such problems through appropriate participation of professional consultants depending on situations.

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A Review of Customer Satisfaction Factors in Libyan Housing Projects

  • Shebob, Abdulhamid;Shah, Raj;Mhalas, Amit
    • Journal of Construction Engineering and Project Management
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    • v.3 no.4
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    • pp.26-34
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    • 2013
  • Customer satisfaction and customer relationship are crucial aspect in any enterprises including housing construction projects. In general, the housing developers are facing a number of new challenges in different countries including Libya. The construction industries/housing developers need to continuously improve their products and services to meet customers' satisfaction desires and to remain in the current competitive market. This paper focuses on analysing the satisfaction factors of customers including qualityaspects of products and services in the construction projects. A framework was developed to evaluate the dynamics relationship between customer satisfaction and quality products or services, aiming to help companies' managers and policy makers to understand the needs and points of view of their customers. Apragmatic analysis was conducted to explore and analyse the customer satisfaction factors in construction industry considering different aspect of customer groups in Libya. Results indicate that there is a high demand of improvements in the contractor's performance in terms of cost, time and quality of products. It was also found that Libyan construction companies have been forced to transform their policies after on Libyan war 2011 to focus on client and customer satisfactory policies, or say centric for the purpose of improving client requirements and turn the business into more advantageous for any company.

A Study on the Evaluation of Efficiency in the Korean Small and Medium sized Construction Firms (국내 중소건설업체의 효율성 평가에 관한 연구)

  • Kim, Hyuk;Yoo, Han-Joo;Song, Gwang-Suk
    • Journal of Korean Society for Quality Management
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    • v.38 no.3
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    • pp.463-474
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    • 2010
  • In this study, we evaluate the efficiency of Construction Industry using Data Envelopment Analysis(DEA). Since the Construction Industry has been traditionally operated through competition, it is important to measure the efficiency. In this paper, we empirically analyze the Efficiency of the 50 Korean Construction Industry. In detail, we used the scale of efficiency in order that efficiency cannot be affected by the total technical efficiency of each company and the scale of DMU by applying CCR or BBC model. Also, we analyzed the changes of measurement DEA model score. we adopted the basic DEA, RTS Region and MPSS(Most Productive Scale Size) method which are combined with efficiency measurement model in order to analyze the operational status. Furthermore, by complementing the shortfalls of the scale efficiency value of the DEA Model, RTS Region Model can be recommended to be appropriate in the evaluation of ideal input/output Quantity. In particular, input variables are total assets, construction capacity, the technical staff and output variables are sales volume, operating income. The result of RTS Region and MPSS shows that 9 DMUs of the efficiency frontier in the Construction Industry are analyzed to be relatively efficient DMUs, and 41 DMUs are analyzed to be inefficient DMUs, and finally inefficient DMUs are separated with Region 1 and Region 6.

A Study on Using PSM Policy for the Serious Accident Prevention of Construction (건설업 중대재해 예방을 위한 PSM 제도 활용에 관한 연구)

  • 정범모;양광모;강경식
    • Journal of the Korea Safety Management & Science
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    • v.4 no.4
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    • pp.1-14
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    • 2002
  • As domestic buildings have been large-scaled, diversified and high-rise, there have been a consistent demand for design, development of construction technology and accident prevention activity as well as quality enhancement. In spite of governmental and related institutions' efforts for reducing national losses which come from numerous accidents, there have been endless small and large accidents on the construction site and thus, it is urgent to conduct empirical researches in this area. Currently safety supervision system in construction industry has enforced harm and danger prevention planning system, however it merely stick to other existing materials. In addition, it is difficult to put it into practice in that it requires bearing too much burden to draw out the planning itself in a case of large construction work. Consequently in this paper we select evaluation criteria by construction progress, classify into several categories, and regard potential danger which often occurs, as a evaluation criterion. Further step is to allow workers or collaborated companies to express their expert opinions or experiences and to encourage quality and process control and autonomous safety control by applying PSM method. The reason why PSM method should be quantitative and substantial progress is because it contributes Korean constructing companies to enhancing their safety control ability and to taking an equal stance just like developed countries,' thereby strengthening there competitive edges. Boost of safety control system by PSM method will make an enormous contribution to preventing construction accidents on the site by establishing and securing an autonomous safety control system.

Time Shortening of Structural Framework of High-rise Apartment Housing for the Urgent Project Area: Focused on the Cases of Insufficient Time or Delayed Projects

  • Bang, Jong-Dae;Lee, Do-Heun;Chun, Young-Soo;Park, Ji-Young;Lee, Bum-Sik;Jun, Myoung-Hoon
    • Land and Housing Review
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    • v.2 no.4
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    • pp.355-365
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    • 2011
  • Construction duration is very important as a factor which comprises three axises of construction management with quality and cost in construction project. In general project condition, construction duration is optimized while minimizing construction cost and securing required quality. However, in case of insufficient project time duration or delayed projects, project progress management is different from those of normal projects. These project areas need solutions to complete work within a given completion day. To time shortening the current duration of each typical floor of structural framework in apartment construction is investigated, and a basic time schedule planning for typical floor of structural framework in normal projects is planned. This study proposed 3 ways for time shortening of urgent project or insufficient construction duration project. Also, This study proposed detailed time shortening method and technical solution conditions while time is shortened.

A Study on the Method of Preliminary Works Management for a Schedule Performance Management (공정이행관리를 위한 선행작업관리 시안)

  • Park, Hong-Tae;Song, Young-Sun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.9 no.3
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    • pp.757-764
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    • 2008
  • It is important to know the activities itself exactly and to control the activities correctly so as to assure timely progress and the quality of any project. In order to progress smoothly in accordance with construction schedule, it is important to systematize the preliminary arrangements necessary for each process and then manage them. In this study, in order to progress smoothly the qualify and schedule management of the construction, We can make systematically preliminary works in accordance with construction schedule by the architecture construction items of the apartment house construction. We suggested important preliminary control item by the workers through experiential method of construction engineers in accordance with network schedule. should not use "we" in technical sentence.

Study on the Evaluation of End Bearing Capacity of Pre-Bored Piles for the SPT-N value (SPT-N값에 따른 매입말뚝의 선단지지력 특성 연구)

  • Seo, Dong-Nam;Choi, Sang-Ho;Kim, Jin-Sik;Kim, Seong-Cheol;Lee, Dong-Hyeon;Cho, Seong-Jun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2020.11a
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    • pp.133-134
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    • 2020
  • The equation of end bearing capacity is applied differently depending on the type of pile, construction method, and load characteristics considering the construction standards. The bearing capacity equation of the design standard is presented in various ways according to the design conditions such as construction method and ground condition, etc. but, It does not reflect the ground strength according to the SPT-N value of weathered rock. This study analyzed the trend of allowable tip bearing capacity by pile diameter through about 480 dynamic loading tests conducted for the construction/quality management of piles for the last 6 years since 2015. The equation for the ultimate end bearing capacity per unit area according to the SPT-N value is presented. The proposed formula of ultimate end bearing capacity per unit area can be applied in the range of 15,000kN/m2 to 30,000kN/m2. The proposed formula, which complements the existing formula, enables pile design and construction/quality management.

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