氯离子对硫铵结晶系统的影响及对策

研究了硫铵结晶系统中氯离子的来源以及对硫铵结晶系统的影响,并制定了控制氯离子含量的对策。硫铵结晶系统由于氯离子进出严重不平衡,导致母液中的氯离子含量高,造成设备腐蚀,影响产品质量和系统安全,因而必须控制氯离子的含量。     

乙炔氢氯化反应铜基催化剂研究进展

开发乙炔氢氯化无汞催化剂对我国聚氯乙烯(PVC)工业具有重要意义,目前以金为代表的贵金属催化剂已经接近工业化应用,但其生产成本高限制了其市场推广,因此相对价廉的铜基催化剂受到广泛关注。主要从配体和载体改性等方面综述了科研人员对金属铜基催化剂在乙炔氢氯化反应中性能提升所做的工作,并且总结了含铜多金属催化剂在乙炔氢氯化反应中的研究进展,最后对铜催化剂工业发展前景进行了展望。     

Electrochemical corrosion behavior of 300M ultra high strength steel in chloride containing environment

The electrochemical corrosion behavior of 300M ultra high strength steel in chloride containing environment was investigated by potentiodynamic polarization technique, electrochemical impedance spectroscopy (EIS) and scanning electron microscopy (SEM). The results show that uniform corrosion occurs on 300M steel during the electrochemical measurements because no anodic passivation phenomenon is observed on polarization curves within the measurement range. The tests also show that 300M steel is highly susceptible to chloride containing solution, which is characterized by corrosion current density increasing with the addition of chlorides, and corrosion potential shifting towards positive direction and corrosion resistance decreasing, positively suggesting that chloride ions speed up the corrosion rate of 300M steel. Meanwhile corrosion products on the 300M steel surface formed during the salt spray test are too loose and porous to effectively slow down the corrosion rate. Additionally, a schematic structure of uniform corrosion mechanism can explain that 300M steel has better property of stress corrosion cracking (SCC) resistance than stainless steels.     

Irreversible dilation of NaCl contaminated lime-cement mortar due to crystallization cycles

The mechanism of damage occurring in NaCl contaminated materials has not been clarified yet. Apart from crystallization pressure, other hypotheses have been proposed to explain the cause of decay. Irreversible dilation has been observed in a few cases but has never been studied in a more systematic way. The aim of the research is to contribute to the modeling of this phenomenon.In the present paper the effect of NaCl on the hydric and hygric behavior of a lime-cement mortar is extensively studied. The results indicate that NaCl influences the hydric and hygric dilation behavior of the material. The material contaminated with NaCl shrinks during dissolution and dilates during crystallization of the salt. This dilation is irreversible and sufficient to damage the material after few dissolution/crystallization cycles. This behavior is not restricted to NaCl, but is observed in the presence of other salts as well (NaNO₃ and KCl). Outcomes of electron microscopy studies suggest that salts causing irreversible dilation tend to crystallize as layers on the pore wall.     

Evaluation of chloride penetration in high performance concrete using neural network algorithm and micro pore structure

Chloride attack is one of the major causes of deterioration of reinforced concrete structures. In order to evaluate the chloride behavior in concrete, a reasonable prediction for the diffusion coefficient of chloride ion, which governs mechanism of chloride diffusion inside concrete, is basically required. However, it is difficult to obtain chloride diffusion coefficients from experiments due to time and cost limitations.In this study, a numerical technique for chloride diffusion in high performance concrete (HPC) using a neural network algorithm is proposed. In order to collect comparative data on diffusion coefficients in concrete with various mineral admixtures such as ground granulated blast-furnace slag (GGBFS), fly ash (FA), and silica fume (SF), a series of electrically driven chloride penetration tests was performed. Seven material components in various mix designs and duration time are selected as neurons in a back-propagation algorithm, and associated learning of the neural network is carried out. An evaluation technique for chloride behavior in HPC using the obtained diffusion coefficients from the neural network algorithm is developed based on, so-called, Multi-Component Hydration Heat Model (MCHHM) and Micro Pore Structure Formation Model (MPSFM). The applicability of the developed technique is verified by comparing the analytical simulation results and the experimental results obtained in this study. Furthermore, this proposed technique using the neural network algorithm and micro modeling is applied to available experimental data for verification of its applicability.     

Effects of chloride and sulfate on the rate of oxidation of ferrous ion by H2O2

The rates of oxidation of Fe(II) by H(2)O(2) in the presence of sodium perchlorate, sodium nitrate, sodium chloride and sodium sulfate salts (0-1M) have been compared in the study. Experiments were carried out in a batch reactor, in the dark, at pH <3, 25+/-0.5 degrees C and at controlled ionic strength (< or =1M). The experimental results showed that the rates of oxidation of Fe(II) in the presence of chloride, nitrate and perchlorate were identical. In the presence of sulfate, the rate of oxidation of Fe(II) was faster and depended on the pH and the concentration of sulfate. The pseudo second-order rate constants for the reaction of H(2)O(2) with Fe(2+), FeCl(+) and FeSO(4) were determined as 55+/-1, 55+/-1 and 78+/-3 M(-1) s(-1), respectively.     

硅烷膏体浸渍剂在保护混凝土中的实际应用

渗透型有机硅成功用于保护混凝土在国外已有数十年的历史。用于保护钢筋混凝土，它可防止水分及氯离子的渗透，从而对于防止混凝土的腐蚀与破坏起到关键的作用。这种浸渍剂一般都由硅烷或硅氧烷组成。通常情况下，由于这些低粘度的液体非常容易挥发。尤其在桥梁底面及立面施工时，有效成分大量流失。为了避免出现这种情况，德国瓦克化学有限公司成功开发了一种新型的硅烷乳膏状产品。这种材料施工简单，只需一步完成，具有很高的遮盖率，由于不流淌，活性组分不会损失。与混凝土表面接触时间长，保证了在高等级混凝土中的渗透深度，而且在其表面不会残留任何痕迹。     

Experimental investigation and numerical modeling of chloride penetration and calcium dissolution in saturated concrete

Chloride penetration and calcium dissolution have been investigated for a saturated concrete after exposure to a 0.5 mol/L NaCl solution for a period of up to 3150 days. Simultaneous ion transport model (SiTraM) that allows the transport of chloride and calcium ions to be simultaneously simulated in a hydrated cement system has been used to verify the experimental results.Self-compacting concrete (SCC) with a water to cement ratio of 0.3 resulted in a limited chloride penetration depth while the calcium dissolution was also reduced within the near surface zone. Increased unit water content for normal concrete resulted in higher chloride penetration depth and larger dissolution front of Ca(OH)₂ regardless of having the same water to cement ratio.It was revealed that the SiTraM can predict the profiles of chloride and calcium for self-compacting concrete. It was also found that the primary factor to control chloride penetration front and the dissolution front of Ca(OH)₂ was the pore structure characteristic of concrete.     

Cl~-浓度对316L不锈钢点蚀行为的影响

运用电化学动电位扫描、电化学交流阻抗技术、金相显微以及电子扫描显微技术,对常温常压下,不同浓度的Cl-对316 L不锈钢的CO2腐蚀作用进行了一系列实验。经过实验结果发现,316 L不锈钢呈现出整体腐蚀速率不高而局部腐蚀严重的态势,当氯离子的浓度升高时,316 L的腐蚀表现出整体腐蚀速率有很小的上升,而点蚀电位随着氯离子浓度的上升而降低,导致严重的点蚀。说明氯离子浓度的升高使点蚀电位严重下降,在该环境下316 L不锈钢的腐蚀主要为点蚀特征。     

不锈钢丝网断裂原因分析

采用化学成分分析、金相检验、扫描电镜及X射线能谱分析等方法,对不锈钢丝网断裂原因进行了分析。结果表明,应力腐蚀及点腐蚀是引起不锈钢丝网断裂的主要原因,腐蚀介质为临海潮湿大气中的氯离子。断裂丝网材质较差,其化学成分不符合相关技术条件,铬、镍含量偏低,锰含量偏高均使1Cr18Ni9钢抗腐蚀性能下降,其显微组织中出现的较多弥散碳化物颗粒及铁素体大大降低了网丝的抗应力腐蚀和点腐蚀的性能。