Inorganic Chemicals Industry ›› 2020, Vol. 52 ›› Issue (11): 6-6.doi: 10.11962/1006-4990.2020-0029
• Reviews and Special Topics • Previous Articles Next Articles
Luo Shuang1(),Fu Rubin1,Kong Dewen1(),Xie Lang1,Zhou Yinsheng1,Zhao Yan2
Received:
2020-05-19
Online:
2020-11-10
Published:
2020-12-01
Contact:
Kong Dewen
E-mail:675657515@qq.com;kongdewen0608@126.com
CLC Number:
Luo Shuang,Fu Rubin,Kong Dewen,Xie Lang,Zhou Yinsheng,Zhao Yan. Summary on effects of admixtures on water resistance and strength of phosphogypsum-based composite cementitious materials[J]. Inorganic Chemicals Industry, 2020, 52(11): 6-6.
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掺合料 | 优势 | 劣势 |
---|---|---|
粉煤灰 | 1)生成C-S-H、AFt包裹 磷石膏颗粒,提高软化系数;2)未水化的粉煤灰作为微集料填充在硬化体的孔隙中,降低孔隙率,使结构更加致密。 | 1)过量未水化的的粉煤灰颗粒引起硬化体的密实度下降,耐水性能降低;2)过量的粉煤灰导致体系碱性降低,生成的C-S-H、AFt不能完全包裹石膏颗粒,致使试样软化系数降低。 |
矿渣 | 1)具有较好的水化活性;2)水化产生C-S-H、AFt包裹磷石膏颗粒,提高软化系数。 | 1)需在碱性溶液(pH>12)激发下效果较好;2)过量易延迟钙矾石的形成,导致石膏开裂;3)需要掺入大量矿渣才能有效提高耐水性,相对减少了磷石膏利用量。 |
水泥 | 1)与石膏混合形成钙矾 石、水化硅酸钙凝胶,提高了石膏耐水性;2)不需碱性环境,自身即可水化。 | 过量的水泥将形成过多的水硬性成分,对材料的内部结构产生破坏作用。 |
生石灰 | 入水生成溶解度低的CaCO3包裹在石膏周围,降低石膏的溶解度,增强耐水性。 | 过量的生石灰导致Ca(OH)2生成量大于难容的CaCO3,结构致密性破坏,耐水性下降。 |
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掺合料 | 优势 | 劣势 |
---|---|---|
粉煤灰矿渣 | 形成明显火山灰效应,有效提高强度。 | 1)对早期强度提高不明显;2)自身水硬胶凝性能差。 |
矿渣 | 1)形成火山灰效应,有效提高强度;2)潜在活性大于粉煤灰。 | 需在强碱溶液(pH>12)环境下发生反应,才能发挥出较高的胶凝性能,促使硬化浆体更致密。 |
水泥 | 1)自身可进行水化作用;2)有效提高早期强度;3)形成碱性溶液环境,促进掺合料的火山灰效应;4)生成难溶于水的钙钒石填充在晶体框架的内部,增强强度;5)活性高于粉煤灰。 | 过量的水泥将生成过量的钙矾石晶体,而 钙矾石晶体具有一定膨胀性,对强度产生不良影响。 |
生石灰 | 1)形成碱性溶液环境;2)可中和磷石膏中的可溶磷、氟杂质生成稳定物质,促使强度提高。 | 1)自身不具备胶凝能力;2)过量生石灰产生大量游离CaO,易引起体 积不稳定问题,导致强度降低;3)过量生石灰形成过饱和Ca(OH)2溶 液环境、过高钙硅比,使得其聚合度降低,强度降低。 |
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