K2O/Na2O对不同水泥基材料早期收缩及开裂的影响

李洋, 张晖, 蒋科, 袁俊, 殷海波

raybet体育在线 院报 ›› 2022, Vol. 39 ›› Issue (9) : 124-130.

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raybet体育在线 院报 ›› 2022, Vol. 39 ›› Issue (9) : 124-130. DOI: 10.11988/ckyyb.20210585
水工结构与材料

K2O/Na2O对不同水泥基材料早期收缩及开裂的影响

  • 李洋1,2, 张晖1, 蒋科1, 袁俊1, 殷海波1
作者信息 +

Influence of K2O/Na2O on Early-age Shrinkage and Cracking of Different Cement-based Materials

  • LI Yang1,2, ZHANG Hui1, JIANG Ke1, YUAN Jun1, YIN Hai-bo1
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文章历史 +

摘要

通过外掺Na2SO4和K2SO4将低热硅酸盐水泥、中热硅酸盐水泥和普通硅酸盐水泥总碱含量调节至1.2%,并使K2O/Na2O (质量比)控制在0.4~13.7范围内,探讨了K2O/Na2O对3种水泥基材料收缩和开裂的影响。并基于微量热技术、电子显微镜技术和能谱技术,揭示了K2O/Na2O对不同水泥基材料收缩和开裂的影响机制。研究表明,随K2O/Na2O的增加,低热硅酸盐水泥和普通硅酸盐水泥的自收缩和干燥收缩增加,中热硅酸盐水泥的自收缩和干燥收缩先降低后增加,而不同水泥基材料开裂敏感性始终表现为增加。K2O/Na2O引起不同收缩特性的主要原因与水泥基材料水化进程有关,而不同的开裂敏感性,除与收缩性能相关外,还受水泥基材料水化产物水化硅酸钙(C-S-H)、氢氧化钙(CH)形貌及界面过渡区(ITZ)元素富集的影响。

Abstract

The total alkali content of low heat Portland cement, medium heat Portland cement and ordinary Portland cement were adjusted to 1.2% by adding Na2SO4 and K2SO4 respectively, in which the K2O/Na2O (by weight) were in the range of 0.4-13.7. The influence of alkali of different K2O/Na2O on shrinkage properties and cracking properties of cement-based materials were explored. Besides, with the help of microcalorimetry, scanning electron microscopy and energy dispersive spectroscopy, the influence mechanism of alkali of different K2O/Na2O on shrinkage properties and cracking properties of cement-based materials was revealed. The results show that with the increase of K2O/Na2O, the autogenous shrinkage and drying shrinkage of low-heat and ordinary Portland cement intensified, while those of medium-heat cemet first decreased and then increased, and the cracking sensitivity of different cement-based materials always increased. The difference in shrinkage properties caused by K2O/Na2O was related to the hydration process of cement-based materials. The difference in cracking sensitivity was not only related to shrinkage properties, but also affected by the morphology of hydrated calcium silicate (C-S-H), calcium hydroxide (CH) and the enrichment of elements in the interfacial transition zone (ITZ).

关键词

K2O/Na2O / 收缩性能 / 开裂性能 / 微观形貌 / 界面过渡区

Key words

K2O/Na2O / shrinkage properties / cracking properties / micro-morphology / interfacial transition zone

引用本文

导出引用
李洋, 张晖, 蒋科, 袁俊, 殷海波. K2O/Na2O对不同水泥基材料早期收缩及开裂的影响[J]. raybet体育在线 院报. 2022, 39(9): 124-130 https://doi.org/10.11988/ckyyb.20210585
LI Yang, ZHANG Hui, JIANG Ke, YUAN Jun, YIN Hai-bo. Influence of K2O/Na2O on Early-age Shrinkage and Cracking of Different Cement-based Materials[J]. Journal of Changjiang River Scientific Research Institute. 2022, 39(9): 124-130 https://doi.org/10.11988/ckyyb.20210585
中图分类号: TV4   

参考文献

[1] MEHTA P K. Concrete Technology at the Crossroads: Problems and Opportunities[C] //Concrete Technology: Past, Present and Future. Michigan: ACI Special Publication, 1994, 144: 1-30.
[2] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997.
[3] 理查德·W·伯罗斯.混凝土的可见与不可见裂缝[M].廉慧珍,覃维祖, 李文伟,译.北京:中国水利水电出版社,2013.
[4] YANG K, ZHONG M, MAGEE B, et al. Investigation of Effects of Portland Cement Fineness and Alkali Content on Concrete Plastic Shrinkage Cracking[J]. Construction and Building Materials, 2017, 144: 279-290.
[5] 刘慧娴.低热硅酸盐水泥在海工混凝土中的应用研究[D].广州:广州大学,2019.
[6] 肖忠明.现代混凝土开裂的原因之综述[J].水泥工程,2015(1):72-79.
[7] HE Z, LI Z J. Influence of Alkali on Restrained Shrinkage Behavior of Cement-Based Materials[J]. Cement and Concrete Research, 2005, 35(3): 457-463.
[8] 陈美祝.水泥基材料组分对早期水化及收缩开裂影响的研究[D].武汉:武汉大学,2004.
[9] 王 磊. C-S-H及其工程特性研究[D].武汉:武汉大学,2015.
[10] 李 洋,王述银,殷海波,等.碱对水泥基材料水化及水化产物的影响研究综述[J].raybet体育在线 院报, 2019,36(1):127-133.
[11] 李 洋,蒋 科,黄明辉,等.Na碱和K碱对低热水泥收缩性能的影响[J].raybet体育在线 院报,2020,37(3):125-130.
[12] BENSTED J, BARNES P. Structure and Performance of Cements[M]. Edition 2. London: CRC Press, 2002.
[13] LEE J K,CHU Y S,KWON C W. The Effects of Alkali Sulfate on the Hydration of a C3A-CaSO4·2H2O System[J]. Journal of the Korean Ceramic Society,2007,14(44):471-476.
[14] TAZAWA E I, MIYAZAWA S, KASAI T. Chemical Shrinkage and Autogenous Shrinkage of Hydrating Cement Paste[J]. Cement and Concrete Research, 1995, 25(2): 288-292.
[15] WANG L, ZHOU S H, SHI Y, et al. Effect of Silica Fume and PVA Fiber on the Abrasion Resistance and Volume Stability of Concrete[J]. Composites, 2017, 130: 28-37.
[16] 李文伟,理查德·W·伯罗斯.混凝土开裂观察与思考[M].北京:中国水利水电出版社,2013.
[17] RICHARDSON I G. Tobermorite/Jennite- and Tobermorite/Calcium Hydroxide-based Models for the Structure of C-S-H: Applicability to Hardened Pastes of Tricalcium Silicate, β-Dicalcium Silicate, Portland Cement, and Blends of Portland Cement with Blast-Furnace Slag, Metakaolin, or Silica Fume[J]. Cement and Concrete Research, 2004, 34(9): 1733-1777.
[18] CONSTANTINER D, DIAMOND S. Alkali Release from Feldspars into Pore Solutions[J]. Cement & Concrete Research, 2003, 33(4): 549-554.

基金

中央级公益性科研院所基本科研业务费项目(CKSF2017034/GC,CKSF2017032/GC,CKSF2019166/JC)

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