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成型方式对透水混凝土孔隙率和抗冻性能的影响

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为探究不同成型方式对透水混凝土抗冻性能的影响,以人工插捣次数、装模次数、搅拌时间、击实次数设计四因素三水平正交试验,运用极差和方差分析不同成型方式对透水混凝土孔隙率的影响和相对动弹性模量随冻融循环次数的变化规律,获得不同成型方式对孔隙率和抗冻性能的影响顺序及最佳成型方式组合;根据冻融理论,建立冻融损伤量与孔隙率的关系式.结果表明:搅拌时间为影响孔隙率和抗冻性能的主要因素,相对动弹性模量随冻融循环次数的增加而增大,相对动弹性模量损失量最大可达 75%;冻融次数与冻融损伤量呈幂函数关系;当孔隙率小于临界孔隙率时,孔隙率与冻融损伤量呈正弦函数关系,当孔隙率大于临界孔隙率时,孔隙率与冻融损伤量呈线性关系.
Influence of Forming Method on Porosity and Frost Resistance of Pervious Concrete
In order to explore the influence of different molding methods on the frost resistance of permeable concrete,the orthogonal test of four factors and three levels was designed by the number of manual insertions,the number of mold loading,the mixing time and the number of solidifications,and the influence law of different molding methods on the porosity of permeable concrete and the change law of the relative dynamic elastic modulus with the number of freeze-thaw cycles were analyzed by using the extreme difference and variance,and the influence order and optimal molding method combination of different molding methods on porosity and frost resistance were obtained.According to the existing freeze-thaw theory,the mathematical relationship between freeze-thaw damage and porosity is established.The results show that the stirring time is the most important factor affecting porosity and frost resistance,and the relative kinetic elastic modulus gradually increases with the increase of the number of freeze-thaw cycles,and the maximum loss of the relative kinetic elastic modulus is up to 75%.The number of freeze-thaws and the amount of freeze-thaw damage show a power function relationship;There is a critical porosity,when the porosity is less than the critical porosity,the porosity and the amount of freeze-thaw damage into a sinusoidal relationship,when greater than the critical porosity,the porosity and the amount of freeze-thaw damage into a linear relationship.

permeable concreteporosityfrost resistanceorthogonal test

朱榆萍、周大福、汪雄杰、杨福俭、陈代果、刘明洋

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四川交通职业技术学院,四川 成都 611130

西南科技大学土木工程与建筑学院,四川 绵阳 621000

信息产业电子第十一设计研究院科技工程股份有限公司,四川 成都 610061

中国电子系统工程第三建设有限公司,四川 成都 610000

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透水混凝土 孔隙率 抗冻性能 正交试验

国家自然科学基金四川省工程材料与结构冲击与振动重点实验室科研课题四川省科技计划

1237233921KFGK092020YJ0423

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(11)