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IoT 기술을 활용한 콘크리트 초기 품질관리 시스템(CIMS)의 개발
서항구 ( Seo Hang-goo ),신세준 ( Sin Se-jun ),이영준 ( Lee Young-jun ),현승용 ( Hyun Seung-yong ),한민철 ( Han Min-cheol ),한천구 ( Han Cheon-goo ) 한국건축시공학회 2019 한국건축시공학회 학술발표대회 논문집 Vol.19 No.1
With development of IT technology, the ubiquitous has been realized in various industry. In construction industry, as well, end-edge techniques have been introduced such as managing technique the temperature and compressive strength of the concrete placed in structure in domestic and abroad project sites. However, several problems were found during application at the actual field regarding difficulties of connecting Bluetooth communication due to the short communication range, diffuse reflection caused by aluminum formwork, and high cost by using one-time sensor. Therefore to recover these shortages, and improve the performances, the wireless sensor network based concrete IoT management system for concrete early-age quality management was developed.
한중시공에서 2중 버블시트 포설에 따른 단열 효과분석 및 무선센서 네트워크에 의한 초기 품질관리
한민철 ( Han Min-cheol ),서항구 ( Seo Hang-goo ) 한국건축시공학회 2021 한국건축시공학회지 Vol.21 No.1
본 연구는 한중 환경에서 가열 보온양생을 실시한 벽식구조 아파트의 슬래브 상부 및 벽체를 대상으로 2중 버블시트 포설에 따른 온도이력 및 강도발현 특성을 저자 등에 의해 이전 연구에서 개발된 무선센서 네트워크인 Concrete IoT Management System(CIMS)를 이용하여 실시간 모니터링 및 추정하고자 하였다. 분석결과 버블시트의 단열성능에 기인하여 구조체 콘크리트의 온도가 높게 나타났다. 또한, CIMS의 경우는 콘크리트 내부온도를 30 m까지 양호하게 무선센서 네트워크로 스마트폰에 전송되어 적산온도 및 실시간 압축강도 측정으로 효율적인 초기 품질관리가 가능할 수 있음을 알 수 있었다. 초기 품질관리 결과로서 압축강도는 7일 이내에서 약 2 MPa 이내의 오차로 추정될 수 있음에 따라 버블시트의 단열효과까지 포함하여 실무에서는 거푸집 존치기간을 1사이클 당 1일 정도 단축하는 공정관리 측면에서 효과도 얻을 수 있었다. The objective of this study is to evaluate the effect of the application of double layered bubble sheet on the curing of slab and wall concrete placed at the job site in cold weather and to offer a feasibility of Concrete IoT Management System(CIMS), which is wireless sensor network developed by the authors, to manage early age quality of the concrete in terms of temperature, maturity and strength development. Test results indicated that the application of bubble sheet enhances the insulation performance, which results in an increase of the temperature by around 1∼20. 6℃. It is found that CIMS can gather the temperature, maturity and strength development data from the sensors embedded from 30 m far from CIMS successfully. Predicted compressive strengths by CIMS had good agreement with measured ones within 2 MPa error level until 7 days. It is thought that the combination of the bubble sheet application for cold weather protection and CIMS for quality management tool in cold weather concreting contributes to shorten the time for the form removal by one day.
CGS를 잔골재로 활용하는 FA치환 콘크리트의 응결시간 추정시 개량형 듀로미터 사용 가능성 분석
이혁주 ( Lee Hyuk-ju ),신용섭 ( Shin Yong-sub ),서항구 ( Seo Hang-goo ),한인덕 ( Han In-deok ),한민철 ( Han Min-choel ),한천구 ( Han Cheon-goo ) 한국건축시공학회 2019 한국건축시공학회 학술발표대회 논문집 Vol.19 No.2
In this study, the Proctor penetration resistance test value and the hardness value of the improved Durometer were compared and analyzed for the change in the FA replacement rate of the concrete using CGS fine aggregate. The results are summarized as follows. It is. 1) The Proctor penetration resistance test value and the hardness value of the improved Durometer showed a high correlation in the form of a curve. 2) About surface finish Super-resolution with the improved Durometer is considered to be useful when using about 50 HD and about 80 HD in the end to determine the surface finishing work time.
적산온도 기반 무선센서 네트워크(CIMS)를 이용한 현장타설 콘크리트의 압축강도 추정
김상민 ( Kim Sang-min ),신세준 ( Shin Se-jun ),서항구 ( Seo Hang-goo ),김종 ( Kim Jong ),한민철 ( Han Min-cheol ),한천구 ( Han Cheon-goo ) 한국건축시공학회 2020 한국건축시공학회 학술발표대회 논문집 Vol.20 No.1
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.
동절기 단열 유 무 거푸집을 설치한 슬래브 콘크리트에서 등가재령 기반의 무선센서 네트워크를 이용한 강도 모니터링
이영준 ( Lee Young-jun ),이혁주 ( Lee Hyuk-ju ),현승용 ( Hyeon Seung-yong ),서항구 ( Seo Hang-goo ),이상운 ( Lee Sang-woon ),한민철 ( Han Min-cheol ) 한국건축시공학회 2018 한국건축시공학회 학술발표대회 논문집 Vol.18 No.1
In this research, the feasibility of wireless senor for compressive strength evaluation was checked by applying on the actual apartment construction site with insulation formwork during winder period. As a result, there was no significant problem on monitoring the compressive strength of the concrete with the sensor. Thus it is considered that the suggested method can be an efficient method for the quality control at the construction site.
콘크리트 초기 품질관리를 위한 CIMS의 개발성능 Test
이영준 ( Lee Young-jun ),최윤호 ( Choi Yoon-ho ),서항구 ( Seo Hang-goo ),현승용 ( Hyun Seung-yong ),한민철 ( Han Min-cheol ),한천구 ( Han Cheon-goo ) 한국건축시공학회 2019 한국건축시공학회 학술발표대회 논문집 Vol.19 No.1
The aim of the research is analyzing the performance of the concrete IoT management system invented with similar technique from ‘G’ company to certify the performance of CIMS. As a results, the compressive strength assessing performance was compared. Since both systems assess concrete compressive strength with maturity method based on measured concrete temperature, both systems measured concrete temperature similarly, and maturity was calculated similarly. Therefore, the assumed compressive strength values were similar for both systems. Therefore, through the test, compressive strength assessing performance of CIMS was considered as a similar level of the ‘G’ company’s system. Furthermore, it is considered that the CIMS has an additional advantage of reusability, adding capability of additional sensor, and wider range of Bluetooth communication.
적산온도 기반의 무선센서 네트워크(CIMS)를 이용한 현장타설 슬래브 및 벽체 콘크리트의 압축강도 추정
김상민 ( Kim Sang-min ),신세준 ( Shin Se-jun ),서항구 ( Seo Hang-goo ),김종 ( Kim Jong ),한민철 ( Han Min-cheol ),한천구 ( Han Cheon-goo ) 한국건축시공학회 2020 한국건축시공학회 학술발표대회 논문집 Vol.20 No.1
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.
한중환경하 타설되는 Fly Ash 콘크리트의 관리재령 연장을 이용한 설계기준강도 확보 기법
이영준 ( Lee Young Jun ),현승용 ( Hyun Seung Yong ),이혁주 ( Lee Hyuk Ju ),한준희 ( Han Jun Hui ),서항구 ( Seo Hang Goo ),한민철 ( Han Min Cheol ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.2
In this study, the temperature correction strength (Tn) was conducted to propose (Tn) according to the management age of structural concrete that is separated from the average curing temperature of 4°C to 17°C in cold conditions. After reviewing the strength difference of the concrete using fly ash as a combined material at W/C 50%, the temperature correction strength (Tn) is proposed. The temperature correction strength was proposed to compensate for differences with standard curing conditions due to decrease in curing temperature from 28th, 42nd, 56th and 91st of the models interpreted as equivalent age methods.