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Continuous fight against ALWC: an evaluation

机译:持续抗击ALWC:评估

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On the grounds of a report commissioned by the EU, the Belgium authorities started action to do some research on the corrosion of steel sheet piles. This report revealed for the first time the different rates of corrosion and the preferable location of the corrosion. In the design of many structures in Belgium steel elements were used frequently, it was clear that the design life, e.g. 50 years, of those structures may be in great danger. Several protection systems were taken into consideration: cathodic protection, treatment of the piles before driving, special steel composition, protection with special marine paints after driving and the use of a tailormade solvent free coating in dry conditions. In 1985 the solvent free coating was applied as a first in situ test on sheet piles along the canal Ghent-Terneuzen. To create accessibility for inspection, maintenance, repair and treatment a special caisson adapted to the form of the steel sheet piles was developed. The SSP was sandblasted, repaired and treated with the one layer coating. Over the years this system has been applied in more then 50 locations in Belgium and abroad in different conditions. Consequently the applied solution has subsequently been adapted, ameliorated and optimised. The latest development and research concerns creeping rust. Indeed, one could fear that although the coating is practically perfect, creeping rust could repel the coating. In the case of creeping rust the corrosion is moving from the edge between the treated and the non-treated zone underneath the coating. A special investigation on applications of more than 7 years old revealed the following conclusions: 1. After 7.5 years of exposure under water, there were no significant differences as far as the steel thickness measured above and below the dividing line between protected and non-protected steel are concerned. So there is no shift of the concentrated corrosion. 2. No creeping rust was observed at the lower edge of the coating. 3. Notwithstanding the biological overgrowth, the coating remains undamaged and the coating surface is not attacked. 4. It is very difficult to remove the coating with a cutter, the adhesion strength remains very high and the layer thickness is far more than the prescribed 400μ. The vitality of the protective coating is still in very good state.
机译:根据欧盟委托的报告,比利时当局开始采取行动,对钢板桩的腐蚀进行一些研究。本报告首次揭示了腐蚀的不同速率和腐蚀的优选位置。在比利时钢元件中的许多结构的设计中经常使用,显然是设计寿命,例如设计寿命。 50年来,这些结构可能处于巨大危险之中。考虑了几种保护系统:阴极保护,在驾驶前的桩处理,特殊的钢结构,在驾驶后用特殊的海洋涂料进行保护,并在干燥条件下使用定制溶剂自由涂层。在1985年,溶剂自由涂层作为第一原位试验沿运河Ghent-Terneuzen的片材堆。为创建检测,维护,维修和治疗可达性,开发了适用于钢板桩形式的特殊沉箱。 SSP用一层涂层进行喷砂,修复并处理。多年来,在不同条件下,比利时和国外的50个地点申请了这个系统。因此,随后,所施加的溶液适应,改善和优化。最新的发展和研究涉及匍匐锈蚀。实际上,人们可以担心虽然涂层实际上是完美的,但爬行锈蚀可能会击退涂层。在爬行锈蚀的情况下,腐蚀从涂层下方的处理和未处理区域之间的边缘移动。特殊调查7岁以上的申请表明以下结论:1。在水下曝光7.5年后,由于钢厚度在受保护和非保护之间的分界线上方和下方的钢厚度没有显着差异钢铁界。所以没有浓缩腐蚀的偏移。 2.在涂层的下边缘观察到没有爬行锈蚀。 3.尽管存在生物学过度生长,但涂层保持不起作用,涂层表面不会受到攻击。用刀具去除涂层是非常困难的,粘合强度保持非常高,层厚度远远超过规定的400μ。保护涂层的活力仍处于非常好的状态。

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