碱激发泡沫混凝土早期稳定行为及机理
作者:
作者单位:

1.同济大学 土木工程学院,上海 200092;2.华北水利水电大学 土木与交通学院,河南 郑州 450045

作者简介:

党钧陶(1990—),男,河南郑州人,同济大学博士后,博士.E-mail:Dang_juntao@tongji.edu.cn

通讯作者:

肖建庄(1968—),男,山东沂南人,同济大学教授,博士生导师,博士.E-mail:jzx@tongji.edu.cn

中图分类号:

TU528.01

基金项目:

国家自然科学基金资助项目(52208247);河南省重点研发与推广专项(科技攻关)项目(222102320112);河南省高等学校重点科研项目(22A560013)


Early Stability Behavior and Mechanism of Alkali-Activated Foamed Concrete
Author:
Affiliation:

1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, China

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    摘要:

    研究了不同种类泡沫在碱性环境和碱激发泡沫混凝土中的早期稳定时变行为.结果表明:相比植物型、动物蛋白型发泡剂,复合型发泡剂在碱性环境中具有更好的稳定能力;随着激发剂模数和碱当量的增加,碱激发泡沫混凝土的沉降距逐渐增大,沉降时间逐渐缩短,沉降速率倍增;碱激发泡沫混凝土的早期稳定性是由泡沫本身的稳定性和碱激发混凝土浆体的协同作用所决定,在激发剂模数1.0、碱当量3%、矿渣与粉煤灰质量比为8∶2和复合型发泡剂发泡的条件下,可以制备出具有良好早期稳定性的碱激发泡沫混凝土.

    Abstract:

    The early stability behaviors with time-varying of various foams in alkaline environment and alkali-activated foamed concrete were studied. The results show that compared with plant foam agent and animal protein foam agent, compound foam agent has better stability in alkaline environment. With the increase of alkali activator modulus and alkali equivalent, the settlement distance increases gradually, and the settlement time of alkali-activated foamed concrete shortens gradually, the settlement rate accelerates rapidly. The early stability of alkali-activated foamed concrete is determined by the synergistic effect of foam stability and alkali-activated concrete paste. Under the condition of activator modulus of 1.0, alkali equivalent of 3%, mass ratio of slag to fly ash of 8 to 2 and compound foam agent, alkali-activated foamed concrete with favorable early stability can be prepared.

    表 3 碱激发泡沫混凝土的配合比Table 3 Mix proportions of alkali-activated foamed concretes
    图1 激发剂模数对发泡倍数的影响Fig.1 Effect of alkali activator modulus on foaming multiple
    图2 激发剂模数对气泡群密度的影响Fig.2 Effect of alkali activator modulus on bubble group density
    图3 不同激发剂模数下气泡沉降距的时变规律Fig.3 Time-varying law of bubble settlement distance under different alkali activator modulus
    图4 不同激发剂模数下泌水率的时变规律Fig.4 Time-varying law of bleeding rate under different alkali activator modulus
    图5 碱当量对发泡倍数和气泡群密度的影响Fig.5 Effect of alkali equivalent on foaming multiple and bubble group density
    图6 不同碱当量下气泡沉降距的时变规律Fig.6 Time-varying law of bubble settlement distance under different alkali equivalent
    图7 不同碱当量下泌水率的时变规律Fig.7 Time-varying law of bleeding rate under different alkali equivalent
    图8 碱性泡沫消泡示意图Fig.8 Schematic diagram of alkaline foam defoaming
    图9 激发剂模数对碱激发泡沫混凝土浆体沉降的影响Fig.9 Effect of alkali activator modulus on the settlement of alkali-activated foamed concrete paste
    图10 碱当量对碱激发泡沫混凝土浆体沉降的影响Fig.10 Effect of alkali equivalent on the settlement of alkali-activated foamed concrete paste
    图11 泡沫在碱激发混凝土浆体中的受力示意图Fig.11 Schematic diagram of the force of foam in alkali-activated concrete paste
    表 1 矿渣和粉煤灰的化学组成Table 1 Chemical compositions of slag and fly ash
    表 2 碱性环境下泡沫的配合比Table 2 Mix proportions of foam in alkaline environment
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党钧陶,汤小松,肖建庄,段珍华,韩爱红.碱激发泡沫混凝土早期稳定行为及机理[J].建筑材料学报,2023,26(7):746-754

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  • 收稿日期:2022-08-20
  • 最后修改日期:2022-10-14
  • 在线发布日期: 2023-09-15
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