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Impact of Environment Conditions on the Degradation Process of Selected Reinforced Concrete Elements

机译:环境条件对选定钢筋混凝土元件降解过程的影响

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The environment negative impact on concrete can lead to deterioration its properties and the same to durability reduction of reinforced concrete structures.The main reasons of reinforced concrete elements destruction are carbonation of concrete,chemical corrosion,frost as well as mechanical defects that can damage the concrete cover and initiate the corrosion process on reinforcement.The intensity of destructive processes is closely linked with the intensity of environment factors action.Therefore,it can be assumed that the impact of CO2,humidity changes and temperature will be much bigger in case of outdoor elements than the interior elements.The paper presents results of the experimental test that was carried out on two kinds of reinforced concrete poles: outdoor power pylons and columns of frame building structure in the public utility building.The examined elements were exploited on the same location in the same time-fifty years,but in different environment conditions.The semi-non-destructive electrochemical method was used to measure of reinforcement corrosion intensity in both kinds of poles.The results allowed to evaluate the corrosion activity of reinforced rods and to predict the corrosion progress in time.At the same time,the samples of cover concrete were taken from the poles to carry out the phase composition by X-ray diffraction and thermal analysis.The results allowed assessing the effect of environment conditions on the degree of destruction two kinds of reinforced concrete poles.The electrochemical test showed differences of the reinforcement corrosion activity as well as the research of concrete samples;however,the differences were not as significant as should be supposed.
机译:对混凝土的环境负面影响可能导致其性能劣化,与钢筋混凝土结构的耐久性降低相同。钢筋混凝土元件破坏的主要原因是混凝土,化学腐蚀,霜冻,霜冻以及可能损坏混凝土的机械缺陷的主要原因覆盖并启动加强腐蚀过程。破坏性过程的强度与环境因素的强度紧密相关。因此,在室外元件的情况下,CO2,湿度变化和温度的影响将大得多而不是内部元素。本文提出了在两种钢筋混凝土杆上进行的实验试验的结果:公用事业建筑中的框架建筑结构的户外动力塔和柱。被审查的元素在相同的位置进行了利用相同的时间 - 五十年,但在不同的环境条件下。半非破坏性电化学方法用于测量两种杆子中的增强腐蚀强度。允许评估增强杆的腐蚀活性并预测腐蚀的腐蚀进展。同时,覆盖混凝土的样品取自通过X射线衍射和热分析进行相位组成的磁极。结果允许评估环境条件对破坏程度的抗破坏程度的影响。电化学试验表现出增强腐蚀活动的差异作为对混凝土样本的研究;然而,差异并不应尽可能重大。

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