• Proceedings of the KIPE Conference
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• 2012.07a
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• pp.299-300
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• 2012

본 논문에서는 납 축전지를 사용하는 산업용 전기차량의 SOC(State Of Charge)를 별도의 BMS(Battery Management System)장치 없이 추정하는 방법에 대해 기술한다. SOC를 추정하기 위한 기존의 전통적인 방법들 중 전력을 적산하는 방법(Ampere hour counting)이 널리 사용되는데 이는 장치의 내, 외적인 요인에 의해 발생한 오차가 누적될 수 있다. 배터리의 전압을 측정하여 SOC를 추정하는 OCV(Open Circuit Voltage) 방법은 배터리가 안정 상태에 도달하기까지 충분한 휴지 시간이 필요해 실시간으로 적용하기 힘들다. 이 외에 칼만 필터를 이용하는 방법은 시스템을 정확히 모델링해야 하고 계산이 복잡하다는 단점이 있다. 본 연구에서는 전력을 적산하는 방법을 기본으로 하고 배터리의 전압을 적절히 이용하여 누적되는 오차를 보정하는 방법을 제안한다. 제안한 방법에 대해 시뮬레이션 하고 실제로 산업용 차량인 AC 전동 지게차로 실험하여 그 타당성을 검증 하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.05a
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• pp.233-234
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• 2021

This study proposed a condensation prediction method for mortar mixed with super retardant using the additive temperature method. As a result, it is believed that the condensation prediction using the additive temperature method is highly plausible.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2021.05a
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• pp.229-230
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• 2021

This study is conducted to identify the setting time of mortar mixed with super retarding agent as a series of studies to predict setting time based on the equivalent age method. The experimental results showed that mixing super-retarding agents did not adversely affect the quality of mortar, and the equivalent age calculation showed similar results regardless of curing temperature.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2020.06a
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• pp.23-24
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• 2020

In this study, the concrete compressive strength estimation system Concrete IoT Management System (hereinafter referred to as CIMS) was developed, and CIMS was applied to domestic field structure slabs and wall concrete to check whether CIMS is practically available and to estimate the accuracy of the initial strength estimation of concrete. As a result, it shows a very high correlation when the compressive strength of the specimen for structural management is compared with the estimated strength of CIMS in terms of integrated temperature, and it is expected to be gradually applied to domestic construction sites in the future.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2020.06a
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• pp.25-26
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• 2020

In this study, by applying the concrete compressive strength estimation system Concrete IoT Management System (hereinafter referred to as CIMS) to the concrete slab concrete in the domestic field, the purpose of this study is to confirm the practical use of CIMS and to verify the accuracy of estimating the initial strength of concrete. As a result, it shows a high correlation when the compressive strength and CIMS estimated strength of the specimen for structural management are converted and compared with the integrated temperature. However, in order to determine a more accurate experimental constant, it is necessary to consider the results up to 28 days.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.05a
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• pp.129-130
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• 2023

The compressive strength of concrete is greatly affected by the temperature inside the concrete at the initial age immediately after pouring. In the KCI Concrete Standard Specification, only the temperature correction strength (Tn) according to the curing temperature is applied in the mixing strength calculation formula, and mSn is not considered. The formula based on the Chrino model of the blast furnace slag concrete was calculated, and the strength of the structural concrete and the strength of the water cured specimen in the same mixture were compared with the predicted strength. As a result, the error between the predicted strength and the measured strength was greater in the structural concrete than in the concrete specimen.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.11a
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• pp.147-148
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• 2023

Recently, as blast furnace slag concrete has become widely used, managing the strength of concrete has become important. mSn is a method of correcting the difference in strength between standard cured specimens and concrete exposed to changes in temperature. In this study, the predicted strength based on the maturity of the central and outer parts of the blast furnace slag concrete structure is compared with the actual strength measured through coring. As a result, the actual strength difference between the center and the outer part of the concrete mixed with blast furnace slag was larger than the predicted strength difference.

• NEWSLETTER 전기공업
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• no.98-23 s.216
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• pp.18-30
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• 1998

• Proceedings of the KIEE Conference
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• 2005.11c
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• pp.35-38
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• 2005

• Journal of the Society of Disaster Information
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• v.8 no.4
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• pp.328-335
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• 2012

The resource-based estimating based on standard unit price of construction work was estimated by multiplying the price per standard unit of work on the amount of labor, material, equipment use time. However, limitation of the resource-based estimating way does not adequately reflect the actual transactions prices. On the subject of water tunnel excavation as a new attempt to overcome these limitations, this study analyzed productivity by work type into cutter inspection/ exchange, TBM maintenance, TBM inspection/refueling, subsequent installations, tramcar, operating change, a cave-underground reinforcement / rock reinforcement, safety / meetings and analyzed actual cost estimating and the net advance rate based on this analysis result. Actual cost estimating calculation approach presented in this study can be utilized as a useful tool to predict the actual cost estimating in the TBM water tunnels field.