• 국제학술발표논문집
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• The 9th International Conference on Construction Engineering and Project Management
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• pp.145-152
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• 2022

Recently, interest in the precast concrete (PC) construction method has been increasing. The PC construction process consists of i) design, ii) production, iii) transportation, and iv) installation. A PC field manager at the site submits a shipment request form to the factory one to three days before the installation of the PC component. Numerous matters should be considered in writing a shipment request form. Incorrect shipment request forms may cause standby resources, waste of resources, premature work conclusion, or excessive work. These issues can lead to an increase in construction costs, replanning of PC component installation, or rework. In order to prevent such problems, PC component installation should be simulated based on the shipment request form. Accordingly, this study aims to identify factors influencing the operability of shipment request forms for PC construction. To this end, this study derived factors influencing i) initiation of the activity, ii) addition or deletion of activities, and iii) an increase or decrease in the activity execution time. As a result, this study identified flow, the features of PC components, condition of PC components, unloading location, installation location, input equipment and labor, number of anchors, number of supports, weather, strike, and accident. Further studies should verify the factors derived in this study based on focus group interviews.

• 국제초고층학회논문집
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• 제11권2호
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• pp.125-135
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• 2022

While buildings in recent days become taller and larger, many problems occur during the management of construction. Particularly, as the vertical movement of manpower and materials during construction has become longer while the lifting frequency and load increase, the need for a good lifting management practice is also increasing. Therefore, this study presents a real-time lifting performance monitoring system that can store and manage lifting records for construction management. Through review of literature and preceding studies related to construction lift, the concept of lift planning and operation management was understood, leading to the development of a system to monitor lifting operation and performance information. This system enabled quick measurement of the lifting performance during construction phase while responding to changes in the project schedule. To verify this system, a case study was conducted in which the current status and characteristics of the sensing-based lifting performance were derived.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.78-80
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• 2014

Silicone structural glazing (SSG) is a method utilizing a silicone adhesive to attach glass, metal, or other panel material to the structure of a building. Windload and other impact loads on the facade are transferred from the glass or panel through the silicone structural sealant to the systems' framework. Silicone structural glazing systems are currently a very common method of glazing throughout the world. Locally, structural silicone glazing has become very common to achieve aesthetically pleasing and high utilization of small land for both residential and commercial building. Although structural silicone glazing has been utilized for approximately thirty years in Korea, the understanding of its technology was low and limited. Consequently, Korean projects experienced many quality issues during assembly and construction, even in very recently finished buildings. Adhesion loss and water infiltration occurred on more than one project, and the time and cost to repair these issues were substantial. In general, there are two kinds of structural silicones depending on fabrication methods. 1part structural silicone is for site glazing system and 2part structural silicone is for unitized factory glazing system. In this paper, 2part structural silicone which is very common for factory fabricating curtainwall systems was evaluated with regards to various mixing ratio. Since the structural performance of 2part sealant can be affected by mixing ratios, some extra ranges of recommended mixing ratio were evaluated to see any performance differences. Besides on cure profile, comparative evaluations for mechanical properties and adhesion develop on common building substrates were conducted.

• 한국생물환경조절학회:학술대회논문집
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• 한국생물환경조절학회 1996년도 국제심포지움 21세기 첨단식물생산시스템의 실용화
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• pp.91-115
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• 1996

최근 우리나라 농업은 계속되는 농촌노동력의 감소 및 노령화ㆍ부녀화와 WTO체제 출범에 따른 농축산물 수입개방 둥 대내외적으로 매우 어려운 처지에 놓여있다. 이러한 농업여건변화에 따라 우리농업을 경쟁력 있는 강한 체질의 산업으로 육성하여 국제경쟁력을 키우고 국민소득 증대에 따른 고품질 농축산물 수요증가에 적절히 대응하기 위하여 품질이 좋은 농축산물을 값싸게 생산 공급할 수 있는 자본기술집약적 농업의 필요성이 점차 높아지고 있다. (중략)

• 한국지반환경공학회 논문집
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• 제8권6호
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• pp.53-60
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• 2007

EPS는 일반적으로 블록형태로 제조되어 토목공사에 이용되고 있으며, 재료특성상 초경량성 및 내압축성을 가지며 자립안정성이 우수하므로 연약지반상 성토재로 적용한 경우 침하 및 측방유동에 대한 대책공법으로 적용되고 있다. 현재 국내에서는 보온 재료로서의 시험 방법 및 품질 규정만이 KS에 규정되어 있고, 공학적 성토 재료로서 활용하기 위한 기준이 확립되어 있지 않다. 따라서 도로공사의 시험시공 및 제조사의 품질시험을 통하여 EPS 설계 기준을 마련하여 적용하고 있는데, 이것들은 주로 재료의 공장제품 즉, 새 제품에 국한되어 연구가 이루어져 왔다. 본 연구에서는 EPS 장기내구성에 주안점을 두어 교대측방유동 대책공법으로 EPS가 적용된 시공현장에서 채취한 EPS시료와 공장제품에 대해 반복재하시험, 동결융해시험, 흡수율시험 등을 통하여 공학적인 장기내구성을 비교 분석하였다. 그 결과 일축압축시험은 채취시료가 공장제품에 비해서 강도가 다소 작게 나타났으며, 삼축압축시험에서 채취시료와 공장제품 모두 일축압축 시험결과에서와 같이 구속응력은 축방향 변형량에 선형비례하는 경향을 나타내었으며, 응력-변형률 관계곡선의 양상은 구속압과 상관없이 유사함을 알 수 있었다.

• 한국건설관리학회논문집
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• 제15권1호
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• pp.11-19
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• 2014

건설 산업은 순공사비 중 인건비 비율이 30~40%를 차지하는 노동집약적 산업임에도 불구하고 현장 노무자는 3D직업이라는 인식으로 인해 인력 부족을 겪고 있다. 모듈러 공법은 전체 공정의 대부분을 공장에서 수행하기 때문에 노무자들이 안정된 직업이라는 인식을 갖고 종사할 수 있으며, 모듈을 운반 후 현장 설치만 하면 되기 때문에 현장에서의 공정을 최소화하여 공기를 단축할 수 있다. 현재 국내에서는 군 병영시설을 중심으로 모듈러 시장이 확대되고 있지만, 다소 비효율적인 공장 생산으로 모듈러 공법의 가장 큰 장점인 공사기간 단축의 효과가 달성되지 못하고 있다. 특히, 모듈러 공법은 타 공법에 비해 상용화되어 있지 않아 지속적인 수주가 어렵기 때문에 인력에 대한 문제가 항상 제기되고 있다. 다기능공은 두 가지 이상의 기술을 가지고 두 가지 이상의 작업을 수행할 수 있는 기능공을 말하며, 선행 작업과 후행 작업의 연계성을 파악할 수 있어 매끄럽게 일이 진행될 수 있도록 하는 역할을 한다. 따라서 본 연구는 다기능공을 모듈러 공장 생산에 적용하여 경제성을 향상시키고자 한다. 인력을 효율적으로 배치시킴으로써 작업 중 발생하는 유휴인원을 줄이고 총 투입인력을 감소시켜 인건비를 줄일 수 있다. 모듈러 원래의 장점인 짧은 공사기간과 더불어 낮은 비용을 부각시켜 모듈러 시장의 활성화를 기대할 수 있다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.87-88
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• 2023

In accordance with changes in the domestic construction environment, interest in off-site construction methods (factory-manufactured construction methods) including modular construction methods is rapidly increasing. Among various off-site (OSC) construction methods, the front runner is the steel-based box-type modular construction method. Compared to the existing wet construction method, the steel modular construction method is increasing in terms of securing economic feasibility by shortening the construction period and increasing the prefabrication rate. However, due to the recent rise in raw materials and a sharp rise in the exchange rate, the economic feasibility of the wet method is deteriorating compared to the wet method. Therefore, a hybrid between 9-Matrix-based OSC construction methods is considered as a solution, away from the steel-box type combination, and a comparative study of the construction process between each construction method is being conducted. It was analyzed that the PC modular construction method shortened the construction period by 9% compared to the existing steel modular construction method. On the other hand, when comparing the construction period of the Gayang-dong demonstration complex calculated assuming that all modules are applied, it is estimated that there will be a 12% reduction in construction period compared to the steel modular method and a whopping 43% compared to the RC method.

• 한국공간구조학회논문집
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• 제14권1호
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• pp.69-76
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• 2014

When we excavate an underground to build basement, the ground anchors are needed to prevent collapse of neighboring ground, subsidence and movement. Ground anchor construction required shore sheet piles, wales and struts as to maintain secure excavation. Existing box-type bracket using head part of ground anchor can not be possibly adjustable to the boring angle because the brackets are manufactured with unified angle in a factory. Also, box-type brackets have imperfection and instability caused by inequable force. In this study, a new bracket system is proposed. The bracket's side plate is reinforced and the angle of boring can be controlled. To investigate the structural performance of presented brackets, FEM analysis has been performed by using ANSYS commercial program. As a result, this bracket shows sufficient stability for all angle case and the strength is increased about 24% than existing bracket.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 추계 학술논문 발표대회
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• pp.200-201
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• 2015

The unit modular method is one in which unit modules are prefabricated at a factory and then constructed at a construction site. That is why an important process, transporting unit module, is added in this method. The purpose of this study is to analyse the load for transporting unit module. The results of the analysis of the driving experimental runs revealed that a maximum load of 15 kN was applied on adapter block type A and a maximum load of 25 kN on adapter block type B. These loads were recorded at the points in the road test when the low-bed trailer was driving through unstable sections of the test such as stopping, restarting, passing over a speed bump or taking a left turn at speed.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.78-79
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• 2014

This study is concerned with the VS shear reinforcement that it can be installed easily in filed as product at the factory and seismic performance can be achieved. The method of study is as follows. first, we researched constructability and economy of existing construction method. Secondly, we made specimen and were examined structural performance tests in order to verify the performance of the shear reinforcement for lateral force like seismic load. As a result, developed VS shear reinforcement increased in shear strength and stiffness of reinforcement, structural safety is judged to be increased.