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Resistance to Underwater Abrasion of Fiber Reinforced Cement Mortar

机译:抗纤维水泥砂浆水下磨损的抵抗力

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Surfaces of hydraulic concrete conduits where significant abrasion of waterborne sediment can occur often degrade and need a regular repair to maintain their service ability. In this research, thin overlay made of fiber reinforced cement mortar was introduced as a repair measures. Its resistance to underwater abrasion was therefore experimentally evaluated following the procedures of ASTM C 1138. This research utilized three types of fiber: steel fiber, polypropylene fiber, and micro polypropylene fiber (the micro polypropylene fiber was used only in a combination with either the steel or the polypropylene fiber). The influence of these fibers on the abrasion resistance of fiber reinforced cement mortar was then determined in terms of weight loss. The weight loss results showed that the fibers added to mortar specimens can enhance the abrasion resistance. Between the steel and polypropylene fiber, the latter provided better abrasion resistance. In case of the combination mixes, the micro polypropylene fiber increased abrasion resistance when combined with the polypropylene fiber but had no benefit when combined with the steel fiber.
机译:液压混凝土管道的表面可能会发生显着磨损水沉积物,经常降低,需要定期修复以维持其服务能力。在本研究中,引入了由纤维增强水泥砂浆制成的薄覆盖作为修复措施。因此,在ASTM C 1138的程序后,实验评估了其对水下磨损的抵抗力。本研究利用了三种类型的纤维:钢纤维,聚丙烯纤维和微聚丙烯纤维(微聚丙烯纤维仅用于与钢的组合使用或聚丙烯纤维)。然后在减肥方面确定这些纤维对纤维增强水泥砂浆的耐磨性的影响。减肥结果表明,添加到砂浆样品中的纤维可以增强耐磨性。在钢和聚丙烯纤维之间,后者提供了更好的耐磨性。在组合混合的情况下,微聚丙烯纤维与聚丙烯纤维结合时增加耐磨性,但与钢纤维结合时没有益处。

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