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塑性混凝土防渗墙配合比设计及在水利工程中的应用研究

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文中基于某水利枢纽塑性混凝土防渗墙施工需求,以水泥掺量、膨润土掺量及砂率为参数进行塑性混凝土配合比设计研究,分析各参数对塑性混凝土流动性能、力学性能及抗渗性能的影响.结果表明,相同水胶比情况下,增加水泥掺量能够改善塑性混凝土的力学性能和抗渗性能,当水泥掺量由80 kg/m3 增加到200 kg/m3 时,塑性混凝土的抗压强度、弹性模量分别增大2.3、239 MPa,相对渗透系数减小0.411×10-7 cm/s;相同水泥掺量下,增加膨润土掺量能提高塑性混凝土的抗渗性能,但会导致塑性混凝土的流动性能和力学性能下降;适当增大砂率有助于降低相对渗透系数,提高塑性混凝土的抗渗性能;选用C160B80SR60 作为该工程塑性混凝土防渗墙施工配合比,养护28d后塑性混凝土的平均渗透系数为6.13×10-8 cm/s,满足设计及规范要求.
Research on the Mix Design of Plastic Concrete Anti-seepage Wall and its Application in Hydraulic Engineering
Based on the construction requirements of a certain water conservancy hub's plastic concrete anti-seepage wall,a study was conduc-ted on the mix design of plastic concrete using cement content,bentonite content,and sand ratio as parameters.The influence of each parame-ter on the flow performance,mechanical properties,and anti-seepage performance of plastic concrete was analyzed.The results show that in-creasing the cement content can improve the mechanical and anti-seepage properties of plastic concrete under the same water cement ratio.When the cement content is increased from 80 kg/m3 to 200 kg/m3,the compressive strength and elastic modulus of plastic concrete increase by 2.3 MPa and 239 MPa,respectively,and the relative permeability coefficient decreases by 0.411×10-7 cm/s.Under the same cement con-tent,increasing the content of bentonite can improve the impermeability of plastic concrete,but it will lead to a decrease in the flowability and mechanical properties of plastic concrete;Appropriately increasing the sand ratio can help reduce the relative permeability coefficient and im-prove the impermeability performance of plastic concrete.C160B80SR60 was selected as the construction mix ratio for the plastic concrete anti-seepage wall in this project.After 28 days of curing,the average permeability coefficient of the plastic concrete was measured to be 6.13×10-8 cm/s,which meets the design and specification requirements.

Plastic concreteCement dosageBentonite contentImpermeability performance

刘永平

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中建富林集团有限公司,福建 泉州 362000

塑性混凝土 水泥掺量 膨润土掺量 抗渗性能

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(7)