共查询到16条相似文献，搜索用时 109 毫秒
1.
氯化物是钢筋混凝土结构在使用寿命期内可能遇到的一种最危险的侵蚀介质,混凝土中钢筋表面的氯离子浓度超过一定的限值,钢筋就可能会发生锈蚀,锈蚀的钢筋会导致混凝土构件的承载力下降.通过分析国内外研究者所做的大量工作,讨论了氯离子侵入引起的锈蚀钢筋混凝土构件的抗力计算方法,为氯化物环境条件下混凝土结构的耐久性评估提供参考. 相似文献
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系统阐述宁波舟山港主通道跨海工程混凝土结构耐久性评估与维护技术。首先介绍宁波舟山港主通道工程概况及100年使用年限的总体要求；确定耐久性极限状态为海洋氯离子侵入引起的钢筋表面脱钝。针对此极限状态，建立了氯离子侵入过程的耐久性评估模型，确定了不同暴露条件下模型参数的统计规律；根据混凝土保护层厚度的现场实测数据和修正的暴露条件下氯离子扩散系数，对模型参数进行了更新；考虑施工阶段混凝土构件的耐久性附加措施，以某标段非通航孔桥为例，使用全概率方法计算了各类混凝土桥梁构件的失效概率和可靠指标；最终在混凝土构件耐久性评估的基础上，提出了某标段非通航孔桥各类混凝土构件的基本维护制度和维护周期。 相似文献
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围绕海洋混凝土结构的环境作用等级划分和耐久性设计参数限值,对国内外现行的混凝土结构耐久性设计规范进行了系统对比分析。首先分析了国内外14个国家和地区的32部混凝土结构耐久性设计规范的技术特点,然后对比了不同规范对于海洋氯盐环境条件和环境作用等级划分的依据和差异性,进而从最低混凝土强度等级、最大水胶比、最小胶凝材料用量、最小保护层厚度、抗氯离子渗透性指标限值、最大初始氯离子含量和最大裂缝宽度等方面,系统对比分析了不同规范对于海洋混凝土结构耐久性设计参数限值的差异性,为海洋混凝土结构的耐久性设计提供了参考。 相似文献
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海洋环境中温湿度变化对混凝土氯离子传输研究 总被引：1，自引：0，他引：1
氯离子渗透到混凝土内部诱发钢筋锈蚀是海洋钢筋混凝土面临的耐久性关键问题。构建考虑骨料、浆体集料界面区的混凝土模型,建立了环境温度、湿度影响的氯离子传输模型,基于COMSOL数值模拟软件分析了材料、环境对混凝土氯离子传输的影响规律,并通过试验进行了验证。结果表明:模拟结果和试验数据具有较高的吻合度;随着温度的升高,氯离子扩散加快,而混凝土中氯离子的渗透深度随着内部湿度的增大而呈现减小趋势。混凝土中高致密骨料存在阻碍了氯离子传输,但界面区存在使得氯离子沿界面区传输并在骨料背后形成传输前锋。 相似文献
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根据人工模拟的流动海水环境(流速约为0.15m/s)下的混凝土侵蚀试验测得的混凝土中氯离子质量分数,分别测定了腐蚀350,380,400d后混凝土的氯离子扩散系数,并计算和预测了混凝土人工鱼礁的耐久性寿命。研究结果表明:氯离子在混凝土人工鱼礁中的扩散规律基本上遵循Fick第二定律;钢筋混凝土人工鱼礁的耐久性寿命与保护层厚度的平方成正比;海水盐度对混凝土人工鱼礁的耐久性寿命影响较大。 相似文献
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开展了5根锈胀开裂钢筋混凝土梁疲劳试验并实时记录了梁表面的钢筋压磁信号,研究锈胀开裂混凝土梁的疲劳特性和压磁信号演化规律。结果表明梁疲劳寿命随钢筋锈蚀率增大而急剧减小,梁破坏时混凝土剥落,纵筋发生疲劳断裂;磁信号时变曲线随疲劳进程不断演化,在临近疲劳破坏时曲线形态发生明显畸变,能够反映梁疲劳损伤信息;磁感应强度变化幅值的发展符合三阶段特性,在疲劳初期和破坏前增长明显;磁感应强度变化幅值对钢筋锈蚀敏感,随锈蚀率增加而增大,因此建立了疲劳作用不同阶段磁信号幅值和梁内钢筋锈蚀率的相关关系。 相似文献
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有氯盐侵蚀的钢筋腐蚀,是钢筋混凝土结构性能劣化的主要原因之一,混凝土构件使用寿命的关键是氯离子的传输速率和使钢筋产生锈蚀的时间。本文以人工鱼礁混凝土构件为研究对象,分析海水氯离子在C30、C35和钢渣复合材料人工鱼礁混凝土中的扩散系数,以混凝土中钢筋锈蚀的临界氯离子浓度为寿命预测的边界条件,利用氯离子扩散模型预测C30、C35和钢渣复合材料人工鱼礁在海水中的腐蚀寿命。研究结果表明,氯离子在混凝土人工鱼礁中的扩散规律基本满足Fick第二定律。通过模型计算得出C30、C35和钢渣复合材料混凝土人工鱼礁的腐蚀寿命分别为51.6,54.8和56.8年。 相似文献
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人工鱼礁在自然海水条件下的腐蚀寿命研究 总被引：1，自引：0，他引：1
有氯盐侵蚀的钢筋腐蚀,是钢筋混凝土结构性能劣化的主要原因之一,混凝土构件使用寿命的关键是氯离子的传输速率和使钢筋产生锈蚀的时间。本文以人工鱼礁混凝土构件为研究对象,分析海水氯离子在C30、C35和钢渣复合材料人工鱼礁混凝土中的扩散系数,以混凝土中钢筋锈蚀的临界氯离子浓度为寿命预测的边界条件,利用氯离子扩散模型预测C30、C35和钢渣复合材料人工鱼礁在海水中的腐蚀寿命。研究结果表明,氯离子在混凝土人工鱼礁中的扩散规律基本满足Fick第二定律。通过模型计算得出C30、C35和钢渣复合材料混凝土人工鱼礁的腐蚀寿命分别为51.6,54.8和56.8年。 相似文献
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沿海地区氯盐侵蚀会对混凝土结构造成严重的耐久性问题,混凝土设计使用寿命难以保障。对于新建工程,若在自由水含量较高混凝土养护期进行电迁阻锈处理,则有利于电迁移性阻锈剂在钢筋周围聚集以达到更佳的阻锈效果。为此,针对两种电迁移性阻锈剂对处于氯盐侵蚀环境中的混凝土适用性展开研究,并测试了干湿循环前后混凝土内钢筋电化学参数、氯离子扩散特征及钢筋周围电迁移性阻锈剂含量研究两种电迁移性阻锈剂对混凝土耐久性保障的作用。结果表明,试验中养护期介入电迁阻锈后试件阻锈效果良好,经过干湿循环后钢筋腐蚀电位正向高于-162.6 m V,同时,钢筋附近出现明显的阻锈剂聚集现象,能保持钢筋的钝化状态。 相似文献
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In order to study the durability behavior of marine reinforced concrete structure suffering from chloride attack,the structural service life is assumed to be divided into three critical stages,which can be characterized by steel corrosion and cover cracking.For each stage,a calculated model used to predict the lifetime is developed.Based on the definition of durability limit state,a probabilistic lifetime model and its time-dependent reliability analytical method are proposed considering the random natures of influencing factors.Then,the probabilistic lifetime prediction models are applied to a bridge pier located in the Hangzhou Bay with Monte Carlo simulation.It is found that the time to corrosion initiation t0 follows a lognormal distribution,while that the time from corrosion initiation to cover cracking t1 and the time for crack to develop from hairline crack to a limit crack width t2 can be described by Weibull distributions.With the permitted failure probability of 5.0%,it is also observed that the structural durability lifetime mainly depends on the durability life t0 and that the percentage of participation of the life t0 to the total service life grows from 61.5% to 83.6% when the cover thickness increases from 40 mm to 80 mm.Therefore,for any part of the marine RC bridge,the lifetime predictions and maintenance efforts should also be directed toward controlling the stage of corrosion initiation induced by chloride ion. 相似文献
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Degradation and Mechanism of the Mechanics and Durability of Reinforced Concrete Slab in A Marine Environment 
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下载免费PDF全文 An experimental research was conducted to determine the corrosion and bearing capacity of a reinforced concrete (RC) slab at different ages in a marine environment. Results show that the development of corrosion-induced cracks on a slab in a marine environment can be divided into three stages according to crack morphology at the bottom of the slab. In the first stage, cracks appear. In the second stage, cracks develop from the edges to the middle of the slab. In the third stage, longitudinal and transverse corrosion-induced cracks coexist. The corrosion ratio of reinforcements nonlinearly increases with the age, and the relationship between the corrosion ratio of the reinforcements and the corrosion-induced crack width of the concrete is established. The flexural capacity of the corroded RC slab nonlinearly decreases with the age, and the model for the bearing capacity factor of the corroded RC slab is established. The mid-span deflection of the corroded RC slab that corresponds to the yield of the reinforcements linearly increases with the increase in corrosion ratio. Finally, the mechanisms of corrosion morphology and the degradation of the mechanical properties of an RC slab in a marine environment are discussed on the basis of the basic theories of steel corrosion in concrete and concrete structure design. 相似文献
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MAO Jiang-hong XU Fang-yuan JIN Wei-liang ZHANG Jun WU Xi-xi CHEN Cai-sheng 《海洋工程》2018,32(2):179-188
The fatigue flexural performance of RC beams attacked by salt spray was studied. A testing method involving electro osmosis, electrical accelerated corrosion and salt spray was proposed. This corrosion process method effectively simulates real-world salt spray and fatigue loading exerted by RC components on sea bridges. Four RC beams that have different stress amplitudes were tested. It is found that deterioration by corrosion and fatigue loading reduces the fatigue life of the RC and decreases the ability of deformation. The fatigue life and deflection ability could be reduced by increasing the stress amplitude and the corrosion duration time. The test result demonstrates that this experimental method can couple corrosion deterioration and fatigue loading reasonably. This procedure may be applied to evaluate the fatigue life and concrete durability of RC components located in a natural salt spray environment. 相似文献
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Factors affecting corrosion and approaches for improving durability of ocean reinforced concrete structures 总被引：1，自引：0，他引：1
Investigation shows that concrete corrosion is a common problem for ocean reinforced concrete (R.C.) structures along China’s coast. A discussion of the corrosion characteristics, based on real project cases and field surveys, is presented in this paper. These factors that might affect corrosion, such as environmental effects, construction quality, cover thickness, property of the concrete material and structure type, are evaluated. Based on the analysis of these corrosion characteristics and affecting factors, the approaches available to improve the durability of ocean R.C. structures are proposed. 相似文献
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Song Yupu Zhao Guofan Doctor Professor Dalian University of Technology Dalian Professor Dalian University of Technology Dalian 《中国海洋工程》1994,(1)
Based on the experimental data, a stress variation model of the bond stress-slip relationship between steel bar and concrete is established. The characteristic of the model is that the boundary conditions are satisfied very well; the effects of the material properties, the concrete cover, the crack spacing and the distance from the cracked cross section are considered. Good agreement between measured and calculated bond stress-slip relationship is found. This model is useful for the study of the stiffness, deformation and crack width of reinforced concrete members, and for the nonlinear analysis of reinforced concrete structures by the finite element method. 相似文献
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表面氯离子含量(C_s)是研究海洋环境条件下混凝土结构耐久性和服役寿命的氯离子扩散方程的边界条件,是海洋混凝土结构耐久性分析和定量设计的重要参数。依据国内外大量自然暴露试验与工程实测数据,通过采用Excel、Origin等数据分析软件进行数据统计和回归分析,确定了海洋混凝土结构表面自由氯离子含量(C_(sf))与表面总氯离子含量(C_(st))之间的相互关系,探讨了海洋混凝土结构的C_(sf)时变规律,建立了C_(sf)与暴露时间之间的关系表达式及其取值范围,并运用可靠度理论和修正氯离子扩散理论分析了C_(sf)时变性对海洋混凝土结构寿命的影响。结果表明:C_(sf)与C_(st)线性相关,且C_(sf)随着暴露时间的延长呈指数或者幂函数的增长关系;采用不同的C_(sf)时变性规律,对海洋混凝土结构寿命具有重大的影响。 相似文献