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Long-term performance of the healed mortar with polymer containing phosphazene after exposed to sulfate attack

机译:含磷腈聚合物的愈合砂浆在遭受硫酸盐侵蚀后的长期性能

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In this study, mortar samples were exposed to sulfate attack for 1 year and then healed with the polymer that contains phosphazene. After this healing, the microstructure and mechanical properties of these mortars were investigated. In the experimental work, the percentage of phosphazene in the monomer (0, 1%, 2%, 3% and 4%), the curing time (30, 60, 90, 180 and 365 days), the cement dosage (300, 350, 400, 450 and 500 kg/m(3)) and percentage of sulfate solution (0%, 1%, 2%, 4% and 6%) were selected as experimental parameters. Due to the high number of experimental parameters, experiments were reduced using the Taguchi L-25 (5(6)) orthogonal array as the test plan. After the design of the experiment, 50 x 50 x 50 mm cubes and 25 x 25 x 285 mm prismatic samples were prepared. The produced samples were exposed to the sulfate attack for the predetermined curing times. The samples were dried at 105 5 degrees C for 24 h after sulfate attack Following this procedure, the monomer containing phosphazene was impregnated to samples at atmospheric conditions for 24 h. 1% benzoyl peroxide was used as the monomer initiator. The samples were heated to 60 degrees C for 4 h to polymerize the monomers. The compressive strength, weight changes and length changes of mortar specimens healed using polymer containing phosphazene after sulfate attack were investigated. Furthermore, SEM, EDX and XRD analyzes were conducted on the samples. (C) 2018 Elsevier Ltd. All rights reserved.
机译:在这项研究中,将砂浆样品暴露于硫酸盐侵蚀下1年,然后用含有磷腈的聚合物进行修复。修复后,研究了这些砂浆的微观结构和力学性能。在实验工作中,磷腈在单体中的百分比(0%,1%,2%,3%和4%),固化时间(30、60、90、180和365天),水泥用量(300,选择350、400、450和500 kg / m(3))和硫酸盐溶液的百分比(0%,1%,2%,4%和6%)作为实验参数。由于大量的实验参数,使用田口L-25(5(6))正交阵列作为测试计划来减少实验。在设计实验之后,准备了50 x 50 x 50 mm的立方体和25 x 25 x 285 mm的棱柱形样品。将产生的样品暴露于硫酸盐侵蚀达预定的固化时间。硫酸盐侵蚀后,将样品在105 5摄氏度下干燥24小时。按照此步骤,将含磷腈的单体在大气条件下浸渍到样品中24小时。 1%过氧化苯甲酰用作单体引发剂。将样品加热至60摄氏度4小时以聚合单体。研究了含磷腈的聚合物在硫酸盐侵蚀后愈合的砂浆试样的抗压强度,重量变化和长度变化。此外,对样品进行了SEM,EDX和XRD分析。 (C)2018 Elsevier Ltd.保留所有权利。

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