• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.141-147
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• 2005

Usually, processing whole project or a part of frame work delays due to acceleration, changing orders, management, characters of project. overtime, worker crowding, early occupation in the field of construction. Through a whole project, these factors cause decreasing construction labor-productivity which is the most dependent in business of construction. These kind of decreasing of construction labor-productivity cause many negative effects, just as extension of time, increasing cost in project of construction. Regardless of characters of construction or decreasing labor-productivity, extension of time is a incident which needs acceleration, also it cause a high possibility of claim and dispute. The productivity has just a broad meaning in business of construction. That's why it's difficult to apply in the field of construction. Especially, factors increasing or decreasing labor-productivity is defined by analysis of working as qualitative and outlined evaluation. However, study of the each factor decreasing construction labor-productivity analysis has not researched, because of difficulty of systematic measurement and management. The existed studies about management of productivity are just focused on estimation of productivity, not on evaluation of productivity. It was true that I couldn't examine clearly about the analysis of how much important per each the factor which have influence on labor-productivity because of the characteristic as qualitative that the labor productivity have On this study, i tried to get the factors decreasing of labor- productivity with gathering opinions of panels of expert's studies about the factors decreasing of labor-productivity on project of construction through Delphi method and i evaluated the result factors as quantitatively and subjectively about importance of factors decreasing construction labor-productivity Analysis, using AHP Method by Saaty. Also, using Delphi and AHP method, 1 suggest substantiated method qualitative factors are measured by quantitative criteria.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술대회지
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• pp.39-44
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• 2004

A heat and room temperature construction method of asphalt have been mainly applying to rooftop waterproofing in concrete structure, and the rest construction method are sheet, membrane and mortar waterproofing construction method. In particular, joint method in sheet waterproof method is as overlap joint which on being reinforced with fiber and tape, have been applying for job site to mechanical fix using protection disk and anchorage and metal ironwork on the end of sheet. These construction method cause cutting off joint of sheet as behavior of structure according to repairs of sheet itself and thermal conduct, outdoor air environment. In conclusion, we analyzed and examined the application of various sheets and piece ashes about superior 'I' joint which divide from one and the other sheet and progressed about joint construction method of fixing method for overlap.

• 국제학술발표논문집
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• The 5th International Conference on Construction Engineering and Project Management
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• pp.391-396
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• 2013

As the construction environment has been changing all the times, the techniques for managing the construction projects have been improved accordingly. The schedule management technique, one of the construction management tools, has been evolved as well in order to be adaptable to new construction environment. Most of newly proposed scheduling techniques have been based on the Critical Path Method (CPM) that was proposed in 1956. The CPM is classified into two categories, Arrow Diagramming Method (ADM) and Precedence Diagramming Method (PDM). ADM is so good in the visual format but it cannot express the overlapping relationships between two consecutive activities. On the other hand, PDM can express the overlapping relationships but it is unsatisfactory in the visual format. Recently, as the construction environment becomes more complex and the role of schedule management becomes more and more important, the overlapping expression becomes one of critical factors for scheduling as well. Most of construction project participants prefer more comfortable visual format, however, the scheduling software based on the PDM cannot satisfy their basic requirement. Beeliner, new scheduling software based on the Beeline Diagramming Method (BDM) that was proposed in 2010, was developed in 2012, it can express more flexible overlapping relationships and has superior visual format as well. This paper presents major features and applications of Beeliner, and makes construction professionals understand new scheduling concept and its applications.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술.기술논문발표회
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• pp.101-104
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• 2004

If predicting of compressive strength of construction in construction field at early age is possibile, rational strength management & schedule plan is possible. With method for predicting strength of concrete, many researchers have been making study of maturity method. On the other hand, nowadays rationalization of construction capacity and reduction of a term of works due to improvement of construction capacity and application of a new method of construction is gathering strength with important issue. In accordance with this present condition, construction is being progressed in winter, but proper construction mothed and countermeasure for strength management is not established in case of winter construction. Therefore to investigate application in construction field at winter of strength prediction model that developed at former study, this study aim to measure application of developed strength prediction model through manufacture of mock-up concrete according to kind of strength level at 5$^{\circ}C$.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.407-408
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• 2023

This article proposes a method to assess construction safety risk during the construction phase based on accident loss costs. Risk assessments for hazardous construction work are required by law, but they lack quantitative criteria. To address this, a survey estimated loss costs due to fatalities in the construction industry, finding labor loss cost and delay reimbursement cost to be the largest factors. The proposed method uses algorithm to calculate expected accidents and risk levels based on project characteristics, work methods, personnel, and environment data. This method is expected to enhance the reliability and usability of risk assessments during the construction phase of construction projects.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.927-932
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• 2000

Recently, construction vibration has caused annoyance for a number of dwellers in nearby construction field and that induced from operating of large construction equipment, has become a very serious issue in our living environment. But, construction vibration standard of our living environment. But construction vibration standard of our country is efficient. Especially, directly blow method(diesel piling method, oil pressure method, etc) has caused much problems of highly impactive vibration. Construction works, in order to solve these problem, will be used SIP(Soilcement Injected Precast Pile) method of low vibration equipment. In this point, this study attempts to survey on the characteristics of piling vibration by SIP method for various earth conditions in construction field. And this study intends to get the basic data to establish a standard about construction vibration.

• 한국건축시공학회지
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• 제17권6호
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• pp.577-585
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• 2017

HPC공법은 기존 PC공법의 구조성능과 시공성을 개선하기 위해 개발하고 있는 공법이다. 본 연구의 목적은 HPC공법의 공사절차 프로토타입을 개발하고, HPC공법의 공사기간을 하프슬래브공법과 비교하여 분석하는 것이다. 공사절차를 개발하기 위해 기존 하프슬래브공법의 공사자료를 분석하였다. 최근 5년 이내에 하프슬래브공법으로 시공된 9개 건축공사의 설계도면, 시방서, 공사계획서 등을 분석하였다. 공사자료 분석결과를 기반으로 하프슬래브공법의 공사절차 프로토타입을 도출하였다. 도출된 하프슬래브공법의 공사절차 프로토타입에 HPC공법의 핵심기술을 적용하여 HPC공법의 공사절차 프로토타입을 개발하였다. 공사절차 분석 결과, 두 공법 간의 공사절차 차이는 'PC부재 조립'과 '토핑콘크리트 타설'인 것으로 나타났다. 두 공법 간의 차이점을 적용하여 7개 공사사례에 적용하여 공사기간을 분석하였다. 기둥PC를 분절하여 사용한 사례1과 사례2는 HPC공법을 적용하면 기준층의 공사기간이 약 16%정도 단축되는 것으로 나타났다. HPC공법의 공사기간 단축은 기둥 부재의 수가 감소하기 때문인 것으로 분석되었다. 특히 대형 기둥을 사용하는 건축공사 현장에서 HPC공법을 적용하면, 기존 하프슬래브 공법에 비해 공사기간을 단축할 수 있는 것으로 분석되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.44-51
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• 2002

The construction road and addition work are increasing now. Therefore, slope stability is important in construction slope on the fault and fractured zone. Rock bolt method, soil nailing method and anchor method are applied to reinforcement method of slope. This paper is the study for construction management on reinforcement method of slope.

• 한국건설관리학회논문집
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• 제16권6호
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• pp.101-111
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• 2015

세계적 추세인 친환경에 맞춰 국내 건설 산업은 리모델링 및 증축에 관심을 갖게 되면서 모듈러 공법이 대두되고 있다. 모듈러 공법은 기존의 공법과는 달리 공장에서 70%이상을 모듈 형태로 제작하고 현장에서는 단기간 내에 조립만 하여 완성하는 공업화 건축시스템이다. 모듈러 공법은 현장 작업 감소로 인한 공기단축, 경량철골 사용으로 인한 하중 부담 감소, 반복 생산으로 인한 공사비 절감 등 많은 장점을 갖고 있다. 하지만 현재 상용화되고 있는 기존 공법의 진입 장벽이 높아 활성화되지 않고 있는 실정이다. 이에 본 연구는 공법 선정에 영향을 줄 수 있는 관계자의 의사결정에 도움을 주고 모듈러 시장의 활성화를 도모하기 위해 모듈러 공법을 가장 효율적으로 사용할 수 있는 증축 공사에 적용하고자한다. 실제 사례를 비교 분석하여 공기, 공사비, 노무인력 등의 측면에서 타 공법과의 차별성을 강조하고, 구체적인 효과 분석을 통해 모듈러 공법의 경쟁력을 알리고 모듈러 공법의 활발한 국내 도입에 일조하고자 한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.205-208
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• 2012

Recent the free-formed architecture is smearing as a trend with the development of the digital equipment and technologies. The development of new method based on digital technology is required for the free-formed structure,, because the conventional construction methods are limited to shorten the construction period and to ensure the construction quality. Particularly, the development of the new method for the free-formed concrete structure is important. In this study, the developed method of the T-shape lightweight steel fabricated using CNC can control the geometries of the free-formed concrete structure based on the digital design. Also, new method is effective to ensure the precision of the construction and economic than the conventional construction methods.