• Korean Journal of Construction Engineering and Management
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• v.23 no.6
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• pp.89-100
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• 2022

The development of the Construction Production Rates System for appropriate construction cost calculation has recently come to the fore as a means of invigorating OSC based PC structure which currently needs institutional frameworks. PC structure based construction expenses consist of the factory-built assembly, transportation and on-site installation. Recently, in the field of transportation and site installation, research on product structure development is being conducted, such as presenting the standard product calculation system reflecting the results of field survey for each subsidiary materials (Lee et al., 2021). On the other hand, there is no ongoing research on estimating construction expenses of Factory-built assembly. This study suggests Construction Production Rates System which can be used for PC subsidiary materials based Factory-built assembly cost estimations. For the research, work types for the construction procedures have been categorized, and the standard input manpower suitable for the corresponding work characteristics has been derived from analyzing the associated Construction Standard Production Rates for each work type. Also, as the research referred PC subsidiary materials (such as columns, beams, walls, and slab, as well as on-site installation) and the standard number of workforce based on work types, one can calculate direct labor cost, using what the research shows. In addition, it suggests that the size of individual subsidiary materials be the extra cost factor, by using the characteristics that productivity changes depending on the size(m³) of subsidiary materials. It is expected that the research can contribute to objectively verifying factory-built assembly cost through of PC structure, which currently relies on estimates.

• Proceedings of the KIPE Conference
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• 2016.11a
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• pp.190-191
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• 2016

국제 핵융합실험로인 ITER 장치의 초전도자석 전원장치용 CCU/L(Correction Coil Upper/Lower), CCS(Correction Coil Side) 그리고 VS1($1^{st}$ Vertical Stabilization) 형식 등 각 변압기 초도품의 제작을 완료하고 공장시험(FAT, Factory Acceptance Test)을 실시하였다. 이 변압기들은 각 형식별로 2대에서 6대를 제작하지만 각 형식별 초도품 1대에 대해서는 Type Test를 실시하고 나머지 후속물량에 대해서는 Routine Test로 공장시험을 실시하도록 계획되어 있다. 따라서 이 초도품 변압기들에 대해서는 Type Test로 공장시험으로 실시하였고, 그 대표적인 시험항목으로는 단락시험, %임피던스 시험, 뇌임펄스 시험, 정격전류 온도상승시험, 상용주파수 내전압시험 등이 있다. 이들 중 CCU/L, CCS 각 형식의 초도품에 대해서는 2015년도 공장시험을 실시하여 요건에 부합됨을 확인하였고, 본 논문에서는 VS1 컨버터 변압기 초도품에 대하여 Type Test로 실시한 공장시험 내용과 그 결과를 보여준다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2011.05b
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• pp.25-30
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• 2011

Almost prefounded columns for top-down construction certainly have construction tolerances in plan and plumbness. Therefore, it is very difficult to connect prefabricated beams to prefounded columns at each floor level after excavation by usual top-down connection method and this usual connection method leads to long construction time, increasing cost and decreasing quality. This paper presents a new method for connecting prefabricated beam to prefounded column with GROUT-JACKET CONNECTION SYSTEM consisting of sleeve, bearing-shear bands and grout. Details and illustrations of the connections and applications by GROUT-JACKET CONNECTION SYSTEM for the top-down construction are also included in this paper.

• Journal of Biosystems Engineering
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• v.10 no.1
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• pp.39-47
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• 1985

먼 거리를 두고 산재(散在)된 소규모목장(小規模牧場)을 가지고 있으며, 현대화(現代化)된 우유처리공장(牛乳處理工場)과 저온저장시설이 충분(充分)하지 못한 아열대지방(亞熱帶地方)에 위치(位置)한 발전도상국(發展道上國)에서는 목장(牧場)에서 우유(牛乳)를 수집(收集)하여 처리공장(處理工場)까지 먼거리를 윤송하는 동안 많은 양(量)의 우유(牛乳)가 부패(腐敗) 손실(損失)되고 있다. 이를 막기 위(爲)하여 현지목장(現地牧場)의 강도높은 태양열(太陽熱)을 이용(利用)한 소규모우유저온처리기를 개발(開發)하여 현지목장(現地牧場)에서 직접 우유(牛乳)를 태양열(太陽熱)로 처리(處理)할 목적(目的)으로, 본(本) 연구(硏究) 제(第) I 보(報)에서는 태양열우유처리기(太陽熱牛乳處理機)의 모형제작(模型製作)을 위(爲)한 회로(回路)를 구성(構成)하고, 그 구성요소(構成要素)를 예찰(豫察)하였다. 제(第) II 보(報)에서는 제(第) I 보(報)의 연구결과(硏究結果)를 기초(基礎)로 태양열우유(太陽熱牛乳) 저온처리기의 모형(模型)을 실제(實際)로 제작(製作)하고 그 특성(特性)을 실험(實驗)을 통(通)하여 분석(分析)하므로서 태양열(太陽熱)을 이용(利用)한 우유처리기(牛乳處理機)의 개발가능성여부(開發可能性與否)를 확인(確認)하려 하였으며 그 결과(結果)는 다음과 같다. 1. 15~25초간(秒間)에 우유(牛乳)을 $78{\sim}80^{\circ}C$로 가열(加熱)하고 급속히 $4^{\circ}C$로 냉각(冷却)시켜야 하는 우유(牛乳)의 저온처리조건을 만족시킬 수 있었다. 2. 태양열우유처리기(太陽熱牛乳處理機)의 가열회로(加熱回路)를 위(爲)한 태양열집열기(太陽熱集熱器)는 시린더형(型) 집광식(集光式)이 적합하였고, 태양열(太陽熱) 냉각회로(冷覺回路)를 위(爲)한 태양열냉각제치(太陽熱冷覺製置)에 관(關)하여는 더 많은 연구(硏究)가 계속되어야 할 것으로 판단(判斷)되었다.

• Asia-Pacific Journal of Business Venturing and Entrepreneurship
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• v.12 no.5
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• pp.29-37
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• 2017

In this study, real-time monitoring is carried out in the factory site for product quality control such as improvement of productivity through facility automation, improvement of product quality, improvement of factory environment, check of facility maintenance status and check of product defect, And to establish a smart factory for the purpose of protecting the personal environment of the worker. The company is an auto parts company located in the province. The main research content is development of automation and monitoring system of oil filter clipping necessary for smart factory. Smart factory oil filter clipping automation is divided into electric air parts, solenoid valve and other parts processing process. Smart factory quality inspection monitoring system is implemented by server PC and S / W, client software, Operator PC, operating program, and input terminal application. This research data is expected to be very useful data for the auto parts venture companies that are promoting smart factories.

• Korean Journal of Construction Engineering and Management
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• v.5 no.5 s.21
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• pp.183-192
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• 2004

Even in Korea the number of steel structure buildings that allow internal space and easy change of their layouts in accordance with the purpose of buildings and box-type steel bridges constructed with thick plates with thickness in a rage just from a few $\beta$AE to \$100\beta$AE is increasing these days and therefore, domestic fabrication and processing technology of members for steel structures is being improved at a pace faster than in the past to meet the growing requirements of consumers for high reliability on quality control on the related steel structures. However, most domestic fabricators os steel structures who are turning out their steel products in accordance with the designs prepared by engineering companies in their respective works for the sake of cost cut more than anything else, hesitating to introduce any advanced new technology into themselves. In the case of the steel structure design application for small and mid-size buildings in particular, it is quite meaningful not only for those who are involved in steel structure business, but also for the people working at construction work fields to review the result of the study on the connections of steel structure members deigned to obtain superb quality of steel structures within short period for steel fabrication and erection at fields in economical ways, as there is a glowing tendency seeking standardization of connection of steel structure members as well as whole structure together with the development on design of construction system of buildings including their exterior and interior decoration materials, manufacture of the related members and fabrication technique structure. This paper has been prepared with the aim to review the peculiar characteristics of buildings constructed with the main frames of steel structures and actual cases of the change made ing the connections between steel structure columns and between columns and girder members in order to reduce the work period necessary for fabrication and erection of steel structures at the maximum as well as the some examples of steel structures fabricated through automatic welding by robots for box-type columns in addition to the description of the problems found in the course of fabricating those steel structures, suggesting possible counter-measures to solve them.

• Journal of Korean Society of Steel Construction
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• v.19 no.5
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• pp.527-537
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• 2007

The main girders and cross-beams of an H-beam bridge consisted of factory-made H-beams, providing better conditions for quality control. Also, on-site fabrication works can be minimized and most of the stiffeners can be omitted, enabling simple and economic construction. In this study, the effect of the Multi-Stepwise TPSM (M-TPSM) on improving the maximum span length and section efficiency is analyzed. Compared to a 30-m-long, five-girder conventional plate girder bridge, structural analysis results showed that 50.7~55.1% of the girder height and 24.1~26.2% of the self-weight may be reduced by the application of M-TPSM to a five-girder H-beam bridge constructed with H-$900{\times}300$beams. In case of conventional H-beam bridges without M-TPSM, it was found that seven girders are required for a similar level of load-carrying capacity. Therefore, it is concluded that by the application of the M-TPSM, the H-beam bridge would become one of most cost-competitive options for short- and medium-span bridges.

• Journal of Convergence for Information Technology
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• v.7 no.1
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• pp.49-54
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• 2017

In this paper, we propose a system that can provide a environment for plant cultivation in connection with LED plant factories and enable users to participate in plant cultivation remotely to engage in personal hobbies. The proposed system can monitor the growth conditions of plants through various sensors and remotely adjust the cultivation environment required for plant growth through the Arduino system, so that users can feel the satisfaction of plant cultivation and harvesting as a hobby. On the other hand, we suggest a mutual benefit structure for plant factory and users by securing a certain amount of income source to factory, by paying the idle space to the individual online. This paper demonstrates the feasibility of the proposed system by making the prototype of the remote plant cultivation consignment system using the Arduino and Android application(App.), and contributes to popularize the LED plant factories and expand the business area in future.

• Journal of Korean Society of Steel Construction
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• v.15 no.5 s.66
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• pp.531-539
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• 2003

Unlike field-welded moment frames damaged during the Northridge earthquake, a column-tree moment frame has a tool to control and reduce its seismic behavior. The tool is the girder splice. Girder splices could be designed to be sufficiently ductile and to have a prescribed bending moment capacity. In such a design, during earthquakes, the girder splices would act as ductile "fuses" and limit the magnitude of forces including the bending moment that could be developed in the frame. In Korea, most moment frames arc composed of a column-tree moment frame. Therefore, the elasto-plastic behavior of steel beams with high strength bolted friction splice should be clarified. Furthermore, structural capacities, including energy absorption capacity, must be quantitatively found. This paper discusses an experimental study to clarify elasto-plastic behavior of steel beams with high strength bolted friction splices. A total of 5 specimens were tested. A specimen was fabricated to have a beam splice designed by a full strength method. Other specimens were fabricated to have beam splices with 75%, 50% and 0% capacities compared with the specimen.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.1
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• pp.19-29
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• 2023

An ultra-high strength prestressed prismatic beam of 100 MPa in compressive strength was developed by increasing the watertightness of concrete by utilizing centrifugal molding processes without adding expensive admixtures such as silica fume. The ultra-high strength centrifugal shaped square beam installed on the wall is composited with the upper slab concrete and then subjected to a service load. Horizontal shear stress is generated by bending between the centrifugal molding beam and the floor plate, which causes the beam and floor plate to perform composite behavior through shear connections such as studs and rebars. In this study, a flexural load test was performed on a mock-up specimen that was synthesized by fabricating an RC slab on top of a 100 MPa-class centrifugal shaped beam produced at the factory. proven reliability.