• 한국건축시공학회지
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• 제22권6호
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• pp.597-606
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• 2022

본 논문은 발수제 혼입에 따른 시멘트 모르타르 표면의 얼음 제거성능에 다양한 요인 중 발수제 첨가 및 종류에 대한 영향을 검토하였다. 그 결과 발수제 첨가 시멘트 모르타르의 압축강도는 무첨가 시멘트 모르타르와 비교하여 감소하였고, 올리고머계 발수제 첨가 모르타르의 압축강도는 모노머계 발수제와 비교하여 높게 나타났다. 발수제 첨가 모르타르의 접촉각은 무첨가 모르타르와 비교하여 증가하였고 모노머계 발수제보다는 올리고머 발수제가 상대적으로 증가하였다. 발수제 혼입에 따른 시멘트 모르타르의 얼음형성시간 측정 결과 발수제를 첨가하였을 때 25분까지 지연시키는 것으로 나타났다. 얼음 제거하중 측정결과 발수제를 첨가하지 않은 모르타르는 342N을 발현하였고 발수제를 첨가한 모르타르는 31N을 발현하여 발수제를 모르타르에 첨가하는 경우 얼음제거성능이 감소하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제20권4호
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• pp.128-135
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• 2016

현재 고속도로의 콘크리트 구조물에서 대부분 지속되고 있는 가장 큰 문제는 동결 융해와 제설염에 의해 발생하는 콘크리트 열화이고, 이는 완전하게 해결되지 않은 쟁점사항이다. 특히, 동결융해만이 작용할 때와는 달리 동결 융해와 제설염의 복합열화 환경에서 콘크리트의 내구성능은 급격하게 저하되고 공용수명이 단축된다. 본 연구에서는 지역별 고속도로 구간의 노출환경등급을 수립하고 콘크리트 손상정도와 염화물량을 조사하였다. 또한 기계타설 소구조물 콘크리트의 내구성 향상을 위해 배합조건을 개선한 콘크리트의 염화물 이온 투과성, 박리저항성, 동결 융해 저항성 시험을 수행하였다. 연구결과에 따르면, 특수환경에 노출된 콘크리트 표면의 손상범위가 광범위하게 나타났으며 내부 염화물량 또한 높게 나타났다. 한편, 물-결합재(W/B) 비 및 단위수량을 적게 하고, 플라이애시를 혼합하여 내구성을 개선한 콘크리트는 기존의 배합비 보다 내구성이 크게 향상되었다. 또한 도출한 최적 배합비는 콘크리트 관련 시방서에서 제시하고 있는 강도 및 공기량, 물-결합재 비 등의 기준에 부합하였고, 내구성 기준에 만족할 뿐 아니라 공용수명이 크게 향상될 것으로 판단된다.

• 콘크리트학회논문집
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• 제17권5호
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• pp.857-868
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• 2005

This paper deals with the accumulated damage in concrete structures due to the cyclic freeze-thaw as an environmental load. The cyclic ice body nucleation and growth processes in porous systems are affected by the thermo-physical and mass transport properties, and gradients of temperature and chemical potentials. Furthermore, the diffusivity of deicing chemicals shows significantly higher value under cyclic freeze-thaw conditions. Consequently, the disintegration of concrete structures is aggravated at marine environments, higher altitudes, and northern areas. However, the properties of cyclic freeze-thaw with crack growth and diffusion of chloride ion effects are hard to be identified in tests, and there has been no analytic model for the combined degradations. The main objective is to determine the driving force and evaluate the reduced strength and stiffness by freeze-thaw. For the development of computational model of those coupled deterioration, micro-pore structure characterization, pore pressure based on the thermodynamic equilibrium, time and temperature dependent super-cooling with or without deicing salts, nonlinear-fracture constitutive relation for the evaluation of internal damage, and the effect of entrained air pores (EA) has been modeled numerically. As a result, the amount of ice volume with temperature dependent surface tensions, freezing pressure and resulting deformations, and cycle and temperature dependent pore volume has been calculated and compared with available test results. The developed computational program can be combined with DuCOM, which can calculate the early aged strength, heat of hydration, micro-pore volume, shrinkage, transportation of free water in concrete. Therefore, the developed model can be applied to evaluate those various practical degradation cases as well.

• 한국안전학회지
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• 제29권6호
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• pp.87-93
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• 2014

In this study, the reinforced concrete rahmen bridge damaged by the chloride attack was investigated. According to the investigation, the degraded concretes on cantilever kerb and end part were intensively observed. Thus, the chloride content test and half-cell method were performed to evaluate the degraded parts. As a result, the contents of chloride on degraded parts were C and D grade. On the other hand, the half-cell potential values of rebar in degraded concrete were measured with the minor corrosion. This rebar corrosion is expected to progressing. Chloride content D grade is due to expansion pressure by corrosion of rebar and freeze-thaw by permeate water, could see progresses rapidly degradation. In order to prevent chloride attack to concrete deck caused by deicing salts, corresponding to the chloride critical concentration must maintain grade b or at least grade c. Chloride condition evaluation standard apply to evaluation of marine structure chloride attack with chloride attack by deicing salts.

• 한국지반환경공학회 논문집
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• 제18권12호
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• pp.59-63
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• 2017

국내 한랭지역(강원권)의 경우 낮은 연평균 기온으로 인해 도로표면이 자주 결빙된다. 특히 터널의 입출구의 도로면은 지형적 영향으로 그늘이 생기기 때문에 타 도로면에 비해 결빙이 많이 발생하게 된다. 이러한 결빙을 방지하기 위해 염수분사장치, 전열선 설치, 지열이용 등이 주로 사용되고 있다. 하지만 이런 방법들은 환경오염, 많은 공사비, 유지보수비 및 정기적인 점검 등의 문제점들이 있다. 본 연구에서는 기존도로의 결빙을 방지하기 위해 발열체인 CNT를 이용하여 콘크리트 슬래브의 발열효과를 살펴보고 최적의 CNT설치 간격을 결정하였다.

• 한국도로학회논문집
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• 제17권5호
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• pp.1-10
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• 2015

PURPOSES : A finite difference model considering snow melting process on porous asphalt pavement was derived on the basis of heat transfer and mass transfer theories. The derived model can be applied to predict the region where black-ice develops, as well as to predict temperature profile of pavement systems where a de-icing system is installed. In addition, the model can be used to determined the minimum energy required to melt the ice formed on the pavement. METHODS : The snow on the porous asphalt pavement, whose porosity must be considered in thermal analysis, is divided into several layers such as dry snow layer, saturated snow layer, water+pavement surface, pavement surface, and sublayer. The mass balance and heat balance equations are derived to describe conductive, convective, radiative, and latent transfer of heat and mass in each layer. The finite differential method is used to implement the derived equations, boundary conditions, and the testing method to determine the thermal properties are suggested for each layer. RESULTS: The finite differential equations that describe the icing and deicing on pavements are derived, and we have presented them in our work. The framework to develop a temperature-forecasting model is successfully created. CONCLUSIONS : We conclude by successfully creating framework for the finite difference model based on the heat and mass transfer theories. To complete implementation, laboratory tests required to be performed.

• 한국도로학회논문집
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• 제19권6호
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• pp.83-95
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• 2017

PURPOSES : The purpose of this study is to develop a regression model to predict the International Roughness Index(IRI) and Surface Distress(SD) for the estimation of HPCI using Expressway Pavement Management System(PMS). METHODS : To develop an HPCI prediction model, prediction models of IRI and SD were developed in advance. The independent variables considered in the models were pavement age, Annual Average Daily Traffic Volume(AADT), the amount of deicing salt used, the severity of Alkali Silica Reaction(ASR), average temperature, annual temperature difference, number of days of precipitation, number of days of snowfall, number of days below zero temperature, and so on. RESULTS : The present IRI, age, AADT, annual temperature differential, number of days of precipitation and ASR severity were chosen as independent variables for the IRI prediction model. In addition, the present IRI, present SD, amount of deicing chemical used, and annual temperature differential were chosen as independent variables for the SD prediction model. CONCLUSIONS : The models for predicting IRI and SD were developed. The predicted HPCI can be calculated from the HPCI equation using the predicted IRI and SD.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2454-2459
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• 2008

The objective of this paper is to find out the most effective injection angle for the purpose of deicing through SC/Tetra, a commonly used CFD software. Nowadays, vehicles are developed giving priority to an improved interior which emphasizes a pleasant environment and thermal comfort without decreasing the basic performance. Clear visibility is one of the most important phenomenon. The primary factors which affect the efficiency of deicing are 3D geometry of Defrost Nozzle, the inlet velocity and temperature of the flow and the injection angle. However in this paper, all these parameters are optimized by changing the injection angle. A wide range of injection angle from 5 degree to 50 degree have been considered for analysis. A very good defrosting performance has been achieved with 45 degree injection angle which can satisfy the condition of NHTSA.

• Computers and Concrete
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• 제11권3호
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• pp.201-222
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• 2013

A comprehensive simulation model for the transport process of fully coupled moisture and multi-species in non-saturated concrete structures is proposed. The governing equations of moisture and ion diffusion are formulated based on Fick's law and the Nernst-Planck equation, respectively. The governing equations are modified by explicitly including the coupling terms corresponding to the coupled mechanisms. The ionic interaction-induced electrostatic potential is described by electroneutrality condition. The model takes into account the two-way coupled effect of moisture diffusion and ion transport in concrete. The coupling parameters are evaluated based on the available experimental data and incorporated in the governing equations. Differing from previous researches, the material parameters related to moisture diffusion and ion transport in concrete are considered not to be constant numbers and characterized by the material models that account for the concrete mix design parameters and age of concrete. Then, the material models are included in the numerical analysis and the governing equations are solved by using finite element method. The numerical results obtained from the present model agree very well with available test data. Thus, the model can predict satisfactorily the ingress of deicing salts into non-saturated concrete.

• 한국환경생태학회지
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• 제30권4호
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• pp.651-657
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• 2016

본 연구는 겨울철 제설제 ($CaCl_2$) 농도처리에 따른 맥문동(Liriope platyphylla)과 수호초(Pachysandra terminalis)의 내염성을 평가하고자 수행하였다. 국내에서 제설제로 가장 많이 사용하는 염화칼슘을 각각 0%(Control), 0.5%, 1.0%, 3.0%, 5.0%로 처리한 실험구에 2015년 11월에 맥문동과 수호초를 정식한 후, 이듬해 이른 봄인 2016년 3월에 내염성을 평가하기 위해 초장, 엽장, 엽폭, 엽형지수, 생체중, 건물중, 엽록소함량, 광합성률, 기공전도도, 증산율 등을 측정하였다. 초장, 엽장, 엽폭, 엽형지수, 생체중, 건물중, 엽록소함량, 광합성률, 기공전도도, 증산율 등은 제설제 처리농도가 높을수록 감소되는 것은 두 식물이 동일하였으나, 맥문동이 수호초보다 좀 더 안정된 생육 및 생리적 특징을 보였다. 무엇보다, 맥문동은 3.0% 이상에서, 수호초는 1.0% 이상의 농도처리에서 생존이 불가능해 맥문동이 수호초보다 내염성이 높은 것으로 판단되었으며, 도시 내 제설제 피해지역에 활용이 가능할 것으로 기대된다.