建材技术与应用2024,Issue(4) :58-61.

桥梁桩基废弃泥浆制作地聚物胶凝材料试验研究

Experimental Study on the Production of Geopolymer Cementitious Materials Using Abandoned Mud from Bridge Pile Foundations

游彪 邬俊峰 董金中 胡国祥
建材技术与应用2024,Issue(4) :58-61.

桥梁桩基废弃泥浆制作地聚物胶凝材料试验研究

Experimental Study on the Production of Geopolymer Cementitious Materials Using Abandoned Mud from Bridge Pile Foundations

游彪 1邬俊峰 2董金中 2胡国祥1
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作者信息

  • 1. 武汉工程大学 土木工程与建筑学院,湖北 武汉 430074
  • 2. 湖北交投荆楚建设管理有限公司,湖北 荆州 434100
  • 折叠

摘要

为处理桥梁桩基废弃泥浆,采用工业固废协同泥浆制作地质聚合物胶凝材料,改良其工程性能.基于正交试验设计原理,参考水泥胶砂试验方法研究了泥浆掺量、水固比、养护龄期对地聚物胶凝材料强度的影响.试验结果表明:掺加泥浆的地聚物胶凝材料28 d抗压强度可达21.65 MPa,抗折强度可达 4.11 MPa.在泥浆掺量为 30%~50%、水固比为0.35~0.55 及养护龄期 28 d范围内,地聚物胶凝材料的抗压、抗折强度与泥浆掺量、水固比呈负相关,与养护龄期呈正相关.

Abstract

In order to treat abandoned mud from bridge pile foundations,industrial solid waste synergistic mud was used to produce geopolymer cementitious materials and improve their engineering performance.Based on the principle of orthogonal experimental design and referring to the cement sand test method,the influence of mud content,water solid ratio,and curing age on the strength of geopolymer cementitious materials was studied.The experimental results show that the 28 day compressive strength and flexural strength of the geopolymer cementitious material mixed with mud can reach 21.65 MPa and 4.11 MPa,respectively.Within the range of mud content of 30%~50%,water solid ratio of 0.35~0.55,and curing age of 28 days,the compressive and flexural strength of geopolymer cementitious materials are negatively correlated with mud content and water solid ratio,and positively correlated with curing age.

关键词

桥梁桩基/废弃泥浆/地聚物胶凝材料/粉煤灰/矿渣粉/脱硫石膏

Key words

bridge pile foundation/waste mud/geopolymer cementitious materials/fly ash/slag powder/desulfurized gypsum

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出版年

2024
建材技术与应用
山西综合职业技术学院

建材技术与应用

影响因子:0.74
ISSN:1009-9441
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