• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
• /
• pp.210-211
• /
• 2017

According to KS F 2560, water-reducing agents used when mixing concrete are to undergo quality evaluation testing slump, air contents, setting time, etc., when delivered from the admixture factory to the ready mixed concrete site. Yet in actual acceptance testing this could be substituted by the score report of the admixture company, in which a possibility of low reliability lies. Therefore this study sought to analyze whether by artificially changing the solid content rate of lignin- and naphthalene-based water-reducing agents and using a liquid densimeter evaluate the quality of the admixture. The results showed that the Type B liquid densimeter was most appropriate and 50cc the most appropriate capacity for the mass cylinder. Also, judging from the changes in density and pH according to the changes in solid content rate, it concludes that a rapid appraisal of the quality of lignin- and naphthalene-based water-reducing agents would be possible using a Type B liquid densimeter.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2003년도 가을 학술발표회 논문집
• /
• pp.333-339
• /
• 2003

Recently, the bridges become greater according to development of a construction technology. This phenomenon requires long span bridge, so that increases the dead weight. The orthotropic steel deck bridges have much advantages such as the light dead weight and the reduction of construction period. And almost whole process of carried out is manufactured at factory, so it can cause the increase of quality authoritativeness. But orthotropic steel deck bridge is consist of structure by welding, it can not avoid a lot of welding jobs, defects and transformation by welding are becoming problem accordingly. Specially, topical stress concentration phenomenon in cross connection area of longitudinal and transverse rib causes fatigue failure. The Bulkhead Plate for prevention of this stress concentration phenomenon was applied by changing the orthotropic steel deck of Williamsburg bridge in USA. But, it is principle that a Bulkhead Plate is not established in the domestic design standard. Therefore, it is estimated that the study for installation of Bulkhead Plate is needed. This treatise with considering these circumstances proves efficiency of Bulkhead Plate and will be presented optimal design details through finite element analysis according to change the geometrical of Bulkhead Plate and tile cross-connection area of longitudinal and transverse rib.

• 한국건축시공학회지
• /
• 제17권1호
• /
• pp.111-117
• /
• 2017

Stone powder sludge is a byproduct of the crushed aggregate industry, and most of it is dumped with soil in landfills. The disposal of stone powder sludge presents a major environmental problem. This paper investigates the effects of stone powder sludge on the fluidity, density, strength and micro-structure properties of AAC(autoclaved aerated concrete) samples. Stone powder sludge was obtained from a crushed aggregate factory in order to investigate its applicability as a substitute for quartz sand in AAC. To determine the properties of the AAC samples produced with stone powder sludge, specimens containing different foam ratios were produced. Flow value, density, compressive strength, tensile strength and flexural strength of the samples were tested, and X-ray diffraction (XRD) was performed. The test results indicated that the compressive strength of AAC specimens (F120) with stone powder sludge was higher than that of AAC specimens (Q120) with quartz sand for same foam ratio of 120%. For all XRD diagrams, a higher number of tobermorite peaks was shown for the F120 sample than for the Q120 sample, which may explain the slightly higher strength gain in the F120 sample.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2017년도 추계 학술논문 발표대회
• /
• pp.193-194
• /
• 2017

In this research, the density value of the turbid solution is measured by using the principle of inexpensive but easy Hydrometer method for cement delivered to the actual raw concrete plant, By analyzing the correlation of powder aid, we will try to present a scheme that can be utilized as a method of acquisition acquisition inspection. As a result of the analysis, it was found that there was a large difference between the measured powders assisted with cement powder on the report, and the correlation with the actually measured powder aid Hydrometer density value was good. Therefore, using the method of Fig. 3, it was possible to know that the degree of powder quality of cement delivered to the raw concrete factory can be evaluated quickly and utilized at the time of argument inspection.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.361-364
• /
• 2008

무선 센서 네트워크(Wireless Sensor Network: WSN)의 응용서비스 모델은 센서, 마이크로 컨트롤러, 무선 통신 칩셋을 결합한 센서 하드웨어에 의한 센서 네트워크, 데이터 처리를 위한 미들웨어, 사용자 서비스의 형태로 구성된다, 이러한 WSN응용은 환경모니터링, 공장자동화와 같은 분야에 적용되어 왔고, 주로 사람이 감시하기 힘든 원격 모니터링을 기반으로 하는 응용서비스에 집중되어 왔다. 본 논문에서는 무선 센서 네트워크의 응용모델을 기반으로 유비쿼터스 방재 시스템에 적용하기 위한 구축 고려요소에 대해 서술하고, 그 응용 범위의 적합성을 논한다. 제안하는 모델은 무선 센서 네트워크 하드웨어, 라우팅 기술, 미들웨어 구성요소, 보안정책에 관한 내용이 포함되어 있다.

• 한국강구조학회 논문집
• /
• 제19권5호
• /
• pp.549-558
• /
• 2007

이 연구는 P.E.B. 골조 시스템 공장 현장에서 가장 많이 사용하고 있는 훅 볼트 형상의 골조 가새의 사용현황을 조사하여 그 문제점을 파악하기 위하여, 다양한 형상의 가새 (예를 들면, 로드 바, 로드 슈, 앵글)에 대한 구조성능실험을 실시한다. 그 실험결과의 분석, 비교를 통해서, 훅 볼트 형 가새의 기술적 한계를 평가하고, P.E.B. 골조에 적합한 인장가새의 기술을 제안한다.

• 대한건축학회논문집:계획계
• /
• 제35권1호
• /
• pp.29-35
• /
• 2019

The unit modular system is a type of prefabricated construction method that completes the building by uniting the modular units on site by transporting the unit module structure manufactured in the factory to the site. Since the unit module structure is not only the frame but also the finished form including the inner and outer materials, it is most likely to be brought into the field. Therefore, not only the damage of the inner and outer materials but also deformation of frame structure due to the vibration generated during the transportation of the vehicle, And it is necessary to take appropriate methods when transporting the module structure. However, there are no methods to prevent modular structure damage due to vehicle vibration in domestic and foreign modular transportation guidelines or standards. In this study, we investigate the vibrations during the vehicle transportation of the module structure through the road driving test, identify the vibration frequency characteristics of the vehicle through FFT analysis, and propose a vibration reduction methods for module transportation.

• 대한건축학회논문집:구조계
• /
• 제34권9호
• /
• pp.11-18
• /
• 2018

As the height of the modular buildings increases, their stability becomes more and more dependent on the core. All traditional construction methods in structural concrete and steel can be utilized for cores in modular buildings but a core system with dry connection is more desirable to complete a greater degree of factory finish and faster erection of modular buildings. In order to do that, the hybrid PC(precast concrete) panel, which has a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, was developed, In this study the cyclic lateral loading test on the hybrid PC panel is carried out and the panel configurations are examined to enhance the structural performance in comparison with the RC wall. Experimental results show that the strength of hybrid PC panel is about 70% of thar ot RC wall and the anchorage of vertical reinforcing bar welded to C-shaped steel beam needs to be improved.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2013년도 춘계 학술논문 발표대회
• /
• pp.46-47
• /
• 2013

This study investigates the effect of a grading of aggregate on the properties of concrete. It is a common sense in Korea that the production of coarse aggregate in ready mixed concrete industry excludes particular aggregate size ranged from 5 mm to 13 mm for saving the production cost. This causes a gap grading of the aggregate for concrete, which can lead to the increase of unit water, the development of drying shrinkage-induced crack and the reduction of compressive strength. In this study, conventional aggregate obtained from a ready mixed concrete factory and the aggregate with a modified grading produced in lab. condition were prepared. Results showed that a good grading of aggregate (i.e., the ratio of 5~13 mm and 13~25 mm is 6 to 4) produced in the lab. condition significantly improved the slump and the compressive strength of the concrete.

• 한국건설관리학회논문집
• /
• 제8권1호
• /
• pp.57-65
• /
• 2007

철근 공장가공은 현장가공에 비하여 가공의 정밀도를 향상시킬 수 있을 뿐 아니라 철근의 절단 손실을 줄일 수 있는 장점이 있다. 최근 도심지 공사의 증가로 야적장이 부족하고 숙련된 현장 노무인력의 확보가 어려워짐에 따라 향후 철근의 공장가공 방식은 점차 확대될 것으로 예상된다. 본 연구에서는 철근가공 공장방식의 중요성을 인지하고 그간의 연구들이 배근작업과 전문건설업체를 중심으로 이루어졌다는 점에 착안하여 18개 철근가공 공장을 대상으로 실태조사를 실시하였다. 실태조사 결과를 토대로 철근공장가공 활성화를 위한 방안으로 철근가공 형상 표준화, 시공성이 반영된 배근상세도 작성 및 철근 가공형상표 산출 업무 전산화, 배근작업의 표준화와 ADC기반의 철근자재 추적시스템을 개발을 제안하였다.