盐碱地改造用高效阻盐材料的制备及其性能研究
作者:
作者单位:

同济大学 先进土木工程材料教育部重点实验室 ,上海 201804

作者简介:

张 雄,教授,博士生导师,工学博士,主要研究方向为建筑功能材料及生态环境材料。 E-mail:zhangxiong@tongji.edu.cn

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中图分类号:

TU577

基金项目:


Preparation and Study of Properties of High-Efficiency Salt-Blocking Materials for Saline-Alkali Soil Reconstruction System
Author:
Affiliation:

Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University, Shanghai 201804, China

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    摘要:

    为改良盐碱土壤,制备了一种隔水阻盐性能优异的超疏水颗粒材料,构建隔水阻盐材料与蓄水模式结合的盐碱地改造体系。以大漠砂为芯材,通过表面覆膜进行疏水改性,探究树脂和微纳米辅材掺量对材料疏水性、抗渗性和透气性的影响规律。利用微型土柱模拟地下水盐迁移过程,探究材料的隔水性能和阻盐性能。结果表明,在树脂、疏水碳酸钙和纳米二氧化硅掺量分别为1.0 %、0.8 %和0.2 %时,材料接触角达到153.6°,耐静水高度达230 mm,并维持良好的透气性能。在微型土柱模拟试验中,隔水阻盐材料对水分蒸发和盐分上移的抑制作用明显,蒸发抑制率为50 %~70 %,盐分抑制率大于99 %且在20次阻盐循环后维持97.5 %以上。

    Abstract:

    In order to improve saline-alkali soil, a superhydrophobic particle material with an excellent waterproof and salt-blocking performance was prepared, which was used to build a saline-alkali soil reconstruction system with a water-storage mode. Substrate material and desert sand were modified with a hydrophobic coating. The influences of resin content and micro-/nano-material content on the hydrophobicity, impermeability and breathability of the material were studied. A self-designed mini soil-column was used to simulate the migration process of underground saline water, and the waterproof and salt-blocking properties of the prepared materials were explored. The results show that when resin, hydrophobic CaCO3 and nano-SiO2 contents were 1.0 %, 0.8 % and 0.2 %, respectively, the material achieved a water contact angle of 153.6°, a water-resistant height of 230 mm, and maintained a good air permeability. The mini soil-column simulation test indicates that the material has a strong inhibition effect on the water evaporation and the upward movement of salt, with an evaporation-inhibiting rate of 50 % to 70 % and a salt-blocking rate of more than 99 %, which maintains 97.5 % after 20 test cycles.

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引用本文

张雄,朱国鑫,吕欣妍.盐碱地改造用高效阻盐材料的制备及其性能研究[J].同济大学学报(自然科学版),2024,52(7):1126~1134

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  • 收稿日期:2022-08-26
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  • 在线发布日期: 2024-07-30
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