• 한국농업기계학회:학술대회논문집
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• 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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• pp.228-237
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• 1996

On the basis of a brief introduction of the mechanized dry farming in Heilongjiang Province, the author states the developing process from the combination of single technics of farm machinery and agronomy to the technical assembly of high yield cultivation technics and its mathematical expression. According to the main temperature accumulated zones, 5 typical comprehensive technical assembly models for the mechanized cultivation technics and their agricultural machinery systems have been listed. They are, the Heihe " 261" wheat and soybean model : the Yi'an big ridge double row film mulching corn model : the Yongchang high yield mechanized soybean and other grain crops six year rotation model for Keshan state farms. The author conclude that the application of mechanized high yield cultivation technical assembly is the key point to transform the Heilongjiang province from big agriculture to strong agriculture, we have to take " high yield , high quality , high efficiency , s stain -ability and earning foreign currency" as the general target and carry out the corresponding policy and measures for the further development of agricuture.

• 한국농공학회논문집
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• 제57권2호
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• pp.47-56
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• 2015

At the present, the mechanized form roads pavement was constructed with plain concrete. Mostly, it was used by welded wire mesh for preventing crack. Cellulose fibers for the reinforcement of concrete offer relatively high levels of elastic modulus, fiber count (per unit weight), specific surface, and bond strength to cement-based materials. The construction of concrete pavement confirmed that cellulose fiber reinforced concrete was applicable to mechanized form roads pavement. In the study, cellulose fibers were used here at 0.08 % volume fraction, which is equivalent to a fiber content of $1.2kg/m^3$. Cellulose fiber reinforced concrete were compared with plain concrete. Field test results indicated that cellulose fiber reinforced concrete showed slightly to increase of 28 days compressive strength and improved the initial strength. it tended to increase of splitting tensile strength. Test results showed that the slump and air content tend to decreased. but, the variation of air contends is very little. Also, construction cost of cellulose fiber reinforced concrete is less than about 25.7 % the case of welded wire mesh previously used. Therefore, The cost reduction is expected to be possible in construction site by mechanized form roads pavement.

• 수산해양기술연구
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• 제30권4호
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• pp.292-298
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• 1994

Catching performance of a mechanized pollock longline system compared with traditional one were examined in order to evaluate the practicality during two cruises in the Sokcho area. Mechanized longline system consists of random baiter, bait cutting machine, storage rails, and line hauler. Baiting efficiency of random baiter was 90-95% with 4-5kt shooting speed. Catching performance of the first experiment, salted sand lance only used as a bait. shows no significant difference between mechanized operation with use fresh sand lance as a bait caught significantly more pollock than traditional one with use salted sand lance (P<0.016). Improved catch rates were about 2 times. As soak time goes on, relative catching efficiency shows a steady increase up to 6~7 hours and thereafter gradually decrease.

• Journal of Biosystems Engineering
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• 제28권3호
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• pp.199-208
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• 2003

In order to solve the shortage of roughage supply for dairy farm in Korea, winter cereal forage production after harvesting of rice in the fallow paddy field is studied. This study consist of two parts. One is the model development of the mechanized production which was already reported at the preview paper. This is the 2nd parts of the study. Also, the mechanized production model for cereal forage production in winter was reported in the previous study. In this paper, coverage area and mechanized wrap silge production cost are analyzed and compared to the other available feeds in Korea. Results of the research are summarized as follows; The coverage area for the winter cereal wrap silage production system in Korea is estimated to be 33.7 ha in case of working with a tractor and a set of implements. If two or three tractors are available, the coverage area is estimated to be 68.0 and 101.3 ha, respectively. The break even point (BEP) of the farming size is analyzed as 10 ha and its production(operating) cost is estimated to be 317 to 443 won/TDN-kg at the BEP point. The cost is lowered to 182 won/TDN-kg at 100ha-working, and is much lower compared with prices of imported feeds of 360∼600 won/TDN-kg. Therefore, winter cereal wrap silage model is judged to be feasible and desirable for a large scale production of forage in winter fallow paddy field.

• Journal of Biosystems Engineering
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• 제28권2호
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• pp.107-116
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• 2003

One of the major obstructing factors against managing dairy farm in Korea has been a shortage of roughage supply. The shortage of roughage caused excessive use of concentrate feed increase of production cost and deterioration of cattle quality. In order to solve this problem for the dairy farm, use of fallow paddy field in the winter was feasible to produce barley and rye forage during the winter season after harvesting of in. And many desirable effects of raising cattle productivity, saving dollars for importing feeds and providing huge ground for manure spreading are expected by enlarged local roughage production. Through analysing the forage producing process, a mechanized operation model was developed for dairy farms in Korea. Its model consists of seeding models(till, no-till model) and harvesting models(wrap silage, traditional silage, hay model). Currently, the government policies are being executed to urge producing winter cereal wrap silage in the fallow paddy field with various supporting programs. Ant with enlarged local forage production, it is possible to make a new huge market fur forage producing machine.

• Geomechanics and Engineering
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• 제7권1호
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• pp.75-85
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• 2014

The application of the mechanized tunnelling has been extended in recent years. There are at present different approaches that are used in the design of segmental tunnel linings supported in mechanized tunnels. Even though segmental lining is utilized for mechanized tunnels, its behaviour is still quite unclear under in situ stress and there is a lack of data regarding the distribution of stresses inside segmental linings. So far no single effective calculation method exists for segmental lining design. The lack of clear solutions makes the use of segmental lining to be more expensive due to the adoption of greater safety factors. Therefore, a particular attention must be given in order to obtain data from monitored tunnels which permits to validate design methods. In this study, strain measurements, which were conducted during the construction of twin tunnels in the Bologna-Florence railway line, have been presented. The behaviour of segmental lining during the excavation and the influence of a new tunnel excavation on an existing tunnel have been shown through the measured data. The data are then compared with the results obtained with Einstein and Schwartz's method and Duddeck and Erdmann's method, which permits to highlight the fact that the two analytical methods underestimate structural forces induced in the segmental lining and then must be used with caution.

• 국제초고층학회논문집
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• 제11권2호
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• pp.87-102
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• 2022

In Japan, the population progresses to the extreme aging society and it is entering the phase of the population decrease while the population increase is continuing in the world. The construction market is expected to shrink accordingly, however the situation of labor shortage is expected to continue at a faster rate, because the aging of construction workers is progressing and new younger labor force cannot be secured. In order to supplement the labor shortage, it is required to progress mechanization, automation, labor saving, and efficiency improvement by utilizing the information well in each stage in a series of flow of planning, design, construction, operation, and disassembly in one building. The measures to maintain and expand the construction market by the new efficiency improvement techniques which enhance the utilization degree of building information are required. Currently, the elemental technologies which utilized BIM (Building Information Modeling) are accumulated by advancing digitization in each phase. DX (Digital transformation) in the construction industry can be achieved by the technology maturing and having a series of continuities. It is anticipated that this will evolve to a new method which is unprecedented. Present status of BIM and mechanized constructions in Taisei Construction are introduced, and future prospect is described.

• 대한토목학회논문집
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• 제34권6호
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• pp.1937-1944
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• 2014

최근 건설분야에 터널공사중 터널내 방재 및 유지관리를 위해 터널측벽부에 공동구를 설치하여 운영하고 있으며, 공동구의 설치는 주로 인력시공에 의하여 이루어지고 있다. 터널공사의 작업환경은 가설 전기의 사용에 따른 조도불량, 작업공간의 협소에 따른 안전사고 위험, 터널내 환경불량에 따른 작업자의 작업기피 현상을 발생시키고 있다. 이러한 환경에서의 인력작업은 안전성 저해 및 경제성 악화에 따른 원가상승 등의 문제점을 내포하고 있다. 이러한 문제점을 해결하기 위하여 VE절차에 의하여 아이디어를 도출하였고, 기계화 시공이 문제점 해결을 위한 좋은 방안으로 제시되었다. 터널공동구의 기계화 시공의 효과를 검증하기 위하여 시험시공을 실시하였고, 시공성과 경제성 측면에서 직접적인 개선효과가 있는 것으로 검증되었다. 아울러 인력에 의한 시공을 감소시킴으로써 안전성의 증가가 기대되며, 연속적인 콘크리트 타설로 인하여 마감성 및 미관이 개선되는 것으로 나타났다.

• 한국지반환경공학회 논문집
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• 제19권3호
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• pp.35-45
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• 2018

터널을 굴착할 때 터널 막장 전방의 지반 상태를 예측하는 것은 중요하다. 따라서 국내외에서 TBM 현장에 적용 가능한 터널 막장 전방의 지반조건을 예측할 수 있는 기법에 대한 다양한 연구가 수행되었다. 본 연구에서는 TBM 현장에서 적용되는 막장전방 예측기법에 대한 사례를 조사하였다. TBM 현장에서 필요한 막장전방 예측기법과 탐사심도에 대한 요구사항을 결정하기 위하여 10년 경력 이상의 TBM 오퍼레이터들을 대상으로 설문조사를 수행하였다. 설문조사 결과를 바탕으로 TBM 현장에 적용 가능한 막장전방 예측기법들을 제안하였다. 그중 TBM 현장에 적용 가능한 막장전방 예측기법 중 한 가지는 커터헤드에 위치한 디스크 커터를 전극으로 이용하여 전기비저항 탐사를 수행하는 것이다. 따라서 본 연구에서는 TBM 현장에서 전기비저항 탐사를 통한 막장전방 예측기법의 적용성을 평가하기 위해 실내 시험을 수행하였다. 그 결과, TBM 직경의 0.3배까지 막장 전방의 지반상태를 예측할 수 있는 것으로 나타났다.

• 한국식품저장유통학회지
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• 제14권6호
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• pp.695-701
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• 2007

본 연구는 김치제조용 월동배추의 속소금 살포 절임 기계화 작업의 표준화를 위한 것이다. 이를 위해 중대형 김치 공장을 조사하여 속소금 살포에 의한 배추의 기계화 절임의 주요변수를 구하였으며, 그 결과 절임염수 농도, 절임시간, 탈수시간이 주요변수임을 파악하였다. 절임 시 이 변수의 적정값을 구하기 위하여 일련의 실험실 기초실험을 월동배추를 사용하여 수행하였고, 그 실험 결과를 타 계절 배추 절임에 적용 가능성을 확인하기 위하여 타 계절 배추에 대해서도 실험하였다. 마지막으로 실험실 기초실험 결과의 정당성을 확인하기 위하여 공장 규모의 실증실험을 수행하였으며 그 결과 본 연구에서 얻은 결과는 공장 규모의 월동배추 속소금 살포 절임방법으로 권장할 만 함을 확인하였다.