首页|不同恒温时间下疏浚砂砂浆力学及微观性能

不同恒温时间下疏浚砂砂浆力学及微观性能

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为了对不同恒温时间下不同疏浚砂掺量砂浆的特性进行研究,选取恒温时间(4、8、12、16 h)、疏浚砂掺量(0%、15%、50%)为试验变量,利用长江下游疏浚砂替代机制砂制备了 15 组试件进行试验,根据试验结果分析了不同恒温时间对不同疏浚砂掺量砂浆抗压性能及微观结构的作用机理.结果表明:当疏浚砂掺量为 0%和 50%时,随着恒温时间增加,后期抗压强度先增大后减小,恒温时间为 8h时最大;当疏浚砂掺量为 15%时,随着恒温时间增加,后期抗压强度逐渐减小,恒温时间为4h时最大;恒温时间越长,蒸养损伤越大,不利于后期强度发展,不同疏浚砂掺量下变化规律不同;随着疏浚砂掺量增加,后期抗压强度先增大后减小,疏浚砂掺量为 15%时最大;掺入疏浚砂对砂浆抗压强度有一定的优化作用,粒径极小的疏浚砂颗粒能有效填充砂浆中的孔隙缺陷,特别是经过蒸养损伤过后的砂浆,蒸养条件下疏浚砂的优化作用被放大,疏浚砂砂浆的抗压强度得到了进一步提升,疏浚砂对蒸养砂浆抗压强度的提升远大于标养砂浆,且恒温时间越长,抗压强度提升越明显;在恒温时间为 4~8 h、疏浚砂掺量为 15%的情况下,能制备出性能不低于纯机制砂砂浆的蒸养疏浚砂砂浆.
Mechanical and microscopic properties of dredged sand mortar at different thermostatic time
In order to investigate the characteristics of mortars with different dredged sand admixtures and different thermostatic time,the thermostatic time(4,8,12,16 h)and the dredged sand admixtures(0%,15%,50%)were selected as test variables.15 sets of specimens were prepared for testing using dredged sand instead of mechanism sand from Yangtze River,and the mechanism of the effect of different thermostatic time on the compressive properties and microstructure of mortar with different dredged sand admixtures was analyzed based on the test results.The results show that when the dredged sand admixture is 0%and 50%,the later compressive strength first increases and then decreases with the increase of thermostatic time,and the maximum is at the thermostatic time of 8 h.When the dredged sand admixture is 15%,its compressive strength gradually decreases with the increase of thermostatic time,and the maximum is at the thermostatic time of 4 h.The longer the thermostatic time,the greater the distillation damage,which is unfavorable to the later strength development,and the different change laws under different dredged sand admixtures.With the increase of dredged sand admixture,the later compressive strength first increases and then decreases,and the maximum is at 15%of dredged sand admixture.Dredged sand has a certain optimization effect on the compressive strength of mortar,and dredged sand particles with very small particle size can effectively fill the pore defects in mortar,especially after the distillation damage of mortar.The optimization effect of dredged sand is amplified under the steaming condition,and the compressive strength of dredged sand mortar is further enhanced,and the enhancement of compressive strength of steam curing mortar by dredged sand is much greater than that of standard curing mortar,and the longer the thermostatic time is,the more obvious the enhancement of compressive strength is.When the thermostatic time is 4-8 h and the dredged sand admixture is 15%,the steam-raised dredged sand mortar with the performance not lower than that of pure machine-made sand mortar can be prepared.

dredged sand mortarthermostatic timedredged sand admixturemechanical proper-tymicrostructure

吴朝国、陈徐东、宁英杰、张伟

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河海大学 土木与交通学院,江苏 南京 210098

浙江交工集团股份有限公司,浙江 杭州 310051

河海大学 水利水电学院,江苏 南京 210098

扬州市水利局,江苏 扬州 225000

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疏浚砂砂浆 恒温时间 疏浚砂掺量 力学性能 微观结构

国家重点研发计划国家自然科学基金国家重点实验室开放基金

2021YFB2600200519790902019CEM002

2024

建筑科学与工程学报
长安大学 中国土木工程学会

建筑科学与工程学报

CSTPCD北大核心
影响因子:0.692
ISSN:1673-2049
年,卷(期):2024.41(2)
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