• 한국구조물진단유지관리공학회 논문집
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• 제28권1호
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• pp.32-38
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• 2024

공동주택의 경우 사람의 실거주 및 코어시험 시 일어나는 분진 및 소음 등으로 인하여 비파괴검사를 진행하기 어려워 공용부 및 지하 주차장에서 매번 점검이 이루어지며, 저가 수주로 인한 콘크리트 면의 실험이 아닌 마감재 위에서 실험을 진행하여 부실점검이 발생할 수 밖에 없는 실정이다. 또한 강도 추정을 위한 제안식들은 시험조건과 환경의 차이에 따라 변동폭이 크고, 동일한 측정값을 나타내더라도 제안식 마다 그 편차가 커 정확한 강도 추정이 어려워 사용에 어려움을 겪고 있는 실정이다. 이에 공동주택에 주로 사용되는 마감재를 선정하여 마감재를 제거하지 않고 직접 마감재에 비파괴검사법을 활용하여 마감재 종류에 따른 콘크리트 압축강도 비교 평가를 하고자 한다. 마감재 종류에 따른 초음파속도법을 이용한 콘크리트 추정압축강도 신뢰도 평과 결과는 다음과 같다. 초음파속도법을 통해 도출된 추정압축강도와 압축강도의 오차율은 21.83% ~58.89%로 광범위한 변동폭을 보이며. 추정압축강도에 대한 마감재 유무의 영향은 미비한 것으로 나타났다. 이에 마감재 종류를 더 선정하여 마감재 유무에 따른 초음파속도법 연구가 필요하며 신뢰도를 높일 수 있는 추정기법 연구가 필요하다.

• 한국건설순환자원학회논문집
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• 제7권4호
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• pp.358-366
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• 2019

본 연구는 현재 작업자의 경험과 감각에만 의존하고있는 표면 마감작업시간 판정을 Durometer 측정치와 Proctor 관입저항 시험치를 비교하여 응결시간 판정에 듀로미터를 활용함으로써 실무 구조체의 과학적이고 정량적인 표면 마감시간의 추정 가능성을 분석하고자 하였다. 연구 결과로 Durometer 측정치와 Proctor 관입저항 시험치는 상관성이 높다고 판단되어 콘크리트의 경우 초결 측정시에는 Durometer C type으로 42HD전후 일 때 표면 마감작업 개시가능 시간결정에, 종결 측정시에는 Durometer D type으로 10HD 전후일때 표면마감 한계시간, 양생개시 시간 등에 유용하게 사용할 수 있을 것으로 사료되었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.81-82
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• 2019

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.

• 대한건축학회논문집:구조계
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• 제34권2호
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• pp.41-48
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• 2018

Carbonation is one of the major detrimental factors to the reinforced concrete structures owing to penetration of atmospheric CO2 through the micro pores, thereby it reduces the durability of the concrete. The maintenance periods and cost for concrete according to the coefficient variation of different finishing materials is documented in literature. However, it is required to carry out the systematic and well planned studies. Therefore, keeping them in mind, surface repair was carried out to the carbonated concrete and the maintenance cost was calculated to measure the durability life after repair with different variable. The deterministic and probabilistic methods were applied for durability and repair cost of the concrete. In the existing deterministic model, the cost of repair materials increases significantly when the concrete structure reaches its service life. In present study using a stochastic model, the maintenance period and cost was evaluated. According to obtained results, there was no significant difference in the number of maintenance of the coefficient variation. The initial durability has a great influence on the maintenance time and cost of the structure. Unlike the deterministic model, the probabilistic cost estimating model reduces the number of maintenance to the target service life expectancy.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.116-117
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• 2019

In this research, Proctor insertion resistance test values and Durometer A type hardness values were compared and analyzed between the setting times of the concrete using CGS for Fine Aggregate, and the results are summarized as follows. 1) The Proctor penetration resistance test value and the hardness value of Durometer A type showed a high correlation in the form of a curve. 2) About surface finish The resolution exceeding the hardness value of the Durometer A type uses about 25 HD, and in the case of termination, about 35 HD, and is considered to be effective for determining the surface finishing work time. The possibility to do is expected.

• Architectural research
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• 제7권1호
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• pp.19-26
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• 2005

Unlike other countries, Korea uses various kinds of wall-paper as finishing material. Conventional wall-paper consists of paper and vinyl, and petrochemical ink is used for the decoration of the surface. Adhesive is used to paste the wall with the wall-paper, which emit substantial amounts of VOCs and formaldehyde. In this study, VOCs characteristics emitted from specimens made of concrete, mortar, gypsum board and wall-paper were investigated using small chamber method. Moreover, concentration and emission factor of BTEX(Benzene, Toluene, Ethylbenzene, m,p,o-Xylene) and TVOC were investigated, and concentration and emission factor decay were estimated. As a result of the prediction, both time-dependent concentration decay and cumulative concentration can be converted into the logarithmic scale. Furthermore, prediction equations were developed from the experimental results under accurately controlled experimental conditions. Therefore, there may be difference if the estimated equations are directly applied to real buildings. Further research should be done on the generalization of the developed prediction equations.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.19-20
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• 2023

The pre-qualification system related to floor impact noise is considered ineffective, and thus, the introduction of a post-verification system is being prepared. This is because the performance, which was notarized in the qualification test due to various reasons, was not uniformly confirmed on building construction fields. Industry practitioners perceive that this is due to the influence of factors such as the flatness, levelness and/or thickness of the floor. However, it is very difficult to confirm such facts in a short period of time on the fields, and since the practical application of technology to measure and evaluate quantitatively and the establishment of a system are insufficient, it cannot be said to be a problem that can be brought to the surface. In fact, even when considering the conventional measurement of the dynamic modulus of elasticity, measurements are performed under controlled variables, such as placing a 200mm×200mm buffer material on a flat test-floor. However, in the fields, it is common to lay down larger productions(for example, 900mm×600mm) on the bare floor where significant variables are not controlled, and to construct finishing layers corresponding to the pre-qualified floor system without separately confirming the realization of the dynamic modulus of elasticity in the field conditions. In this study, spatial information of the bare floor on the field was measured and evaluated through a laser scanner. Technical methods for assessing the smoothness, flatness, and thickness of construction surfaces were reviewed, providing key insights for grading the quality of construction based on these criteria. Through further detailed and thorough investigations, it is expected that results suitable for practical application and systematization will be derived.