[1]李国新,张 歌,史 琛,等.膨胀剂在大体积混凝土环境下的膨胀效能研究[J].西安建筑科技大学学报:自然版,2016,48(02):289-295.[doi:10.15986/j.1006-7930.2016.02.025]
 LI Guoxin,ZHANG Ge,SHI Chen,et al.The effects of fly ash dosage and adding gypsum on the expansion effect of expansive agent at simulation large volume concrete environment[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2016,48(02):289-295.[doi:10.15986/j.1006-7930.2016.02.025]
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膨胀剂在大体积混凝土环境下的膨胀效能研究()
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西安建筑科技大学学报:自然版[ISSN:1006-7930/CN:61-1295/TU]

卷:
48
期数:
2016年02期
页码:
289-295
栏目:
出版日期:
2016-04-28

文章信息/Info

Title:
The effects of fly ash dosage and adding gypsum on the expansion effect of expansive agent at simulation large volume concrete environment
文章编号:
1006-7930(2016)02-0289-07
作者:
李国新张 歌史 琛黄汝杰
西安建筑科技大学材料与矿资学院,陕西 西安 710055
Author(s):
LI Guoxin ZHANG Ge SHI Chen HUANG Rujie
School of Materials and Mineral Resources, Xiʹan Univ. of Arch. & Tech., Xiʹan 710055, China
关键词:
大体积混凝土粉煤灰硫铝酸盐膨胀剂钙矾石
Keywords:
 mass concrete fly ash sulphate aluminate expansive agent ettringite
分类号:
TU528
DOI:
10.15986/j.1006-7930.2016.02.025
文献标志码:
A
摘要:
大体积混凝土极易产生收缩裂缝,因此常使用膨胀剂补偿收缩;矿物掺合料在大体积混凝土中使用,能降低水化热和温升,对避免温度裂缝的产生起到重要作用.但是,矿物掺合料的加入可能会影响膨胀剂的膨胀效能.研究了在模拟大体积混凝土温度下,粉煤灰掺量、补加石膏对限制膨胀率和强度的影响规律,并采用X-射线衍射(XRD)、热分析(TG-DTG)和扫
描电子显微镜(SEM)进行了进一步分析.结果表明:在模拟大体积混凝土温度养护条件下,随着粉煤灰掺量的增加,限制膨胀率和强度降低;补加石膏可促进钙矾石(AFt)的生成,从而提高大掺量粉煤灰试件的限制膨胀率和强度.
Abstract:
Shrinkage cracks usually occur in mass concrete easily, so the expansive agent is often used to compensate the shrinkage. Both the heat of hydration and temperature rise in the mass concrete can drop due to using the mineral admixtures which benefit to avoiding the produce of temperature crakes. However, the adding of mineral admixture may significantly affect the expansive agent. The effects of the fly ash dosage and adding gypsum on the limit expansion rate and compressive strength under the simulated mass
concrete temperature were researched. Furthermore, the methods of XRD, TG-DTG, and SEM were used to research the reasons. The results show that as the dosage of fly ash increased, the limit expansion rate and compressive strength reduced, and both the limit expansion rate and strength were improved by adding dehydrates gypsum due to the more ettringite.

参考文献/References:

[1] NOCUŃ-Wczelik W, KONIK Z, STOK A. Blended systems with calcium aluminate and calcium sulphate expansive additives [J]. Construction and Building Materials,2011(25): 939-943.
[2] 冯竟竟, 苗苗, 阎培渝. 补偿收缩复合胶凝材料的水化与膨胀性能[J]. 建筑材料学报, 2012, 15(4): 439-444.

FENG Jingjing, MIAO miao, YAN Peiyu. Hydration and expansion properties of shrinkage-compensating composite cementitious materials [J]. Journal of Building Materials, 2012, 15(4): 439-444.

[3] QUAN Liuquan, LI Dongxu, LI Zongjin. Effects of lignin cellulose and expansive agent on microstructure and macroproperty of polymer-modified mortar containing fly ash [J]. Construction and Building Materials, 2009(23):2467-2471.

[4] 阎培渝, 覃肖, 杨文言. 大体积补偿收缩混凝土中钙矾石的分解与二次生成[J].硅酸盐学报,2000,28(4):105-107.

YAN Peiyu, QIN Xiao, YANG Wenyan. Decomposition and delayed formation of ettringite in shrinkage- compensating massive concrete[J]. Journal of the Chinese Ceramic Society, 2000, 28(4): 105-107.

[5] 彭江, 徐志全, 阎培渝. 大体积补偿收缩混凝土中膨胀剂的使用效能[J]. 建筑材料学报, 2003, 6(2): 147-152.

PENG Jiang, XU Zhiquan, YAN Peiyu. Factors influencing the efficiency of expansive agent in massive shrinkage-compensating concrete [J]. Journal of Building Materials, 2003, 6(2): 147-152.

[6] 阎培渝, 郑峰. 温度对补偿收缩复合胶凝材料水化放热特性的影响[J]. 硅酸盐学报, 2006, 34(8): 1006-1010.

YAN Peiyu, ZHENG Feng. Influence of temperature on the hydration heat evolution of shrinkage-compensating complex binders [J].Journal of the Chinese Ceramic Society, 2006, 34(8): 1006-1010.

[7] 杨南如, 钟白茜, 董攀. 钙矾石的形成和稳定条件[J].硅酸盐学报, 1984, 12(6): 155-160.

YANG Nanru, ZHONG Baiqian, DONG Pan. Ettringite formation and conditions for its stability [J]. Journal of the Chinese Ceramic Society, 1984, 12(6): 155-160.

[8] Feng Jingjing, Miao Miao. The effect of curing temperature on the properties of shrinkage-compensated binder[J]. Science China, 2011, 54(7): 1715-1721.

[9] 阎培渝, 贾耀东, 阿茹罕. 复合胶凝材料水化过程中Ca(OH)2 量的变化[J]. 建筑材料学报, 2010, 13(5):563-567.

YAN Peiyu, JIA Yaodong, A Ruhan. Alteration of Ca(OH)2 content during hydration process of composite binders [J]. Journal of Building Materials, 2010, 13(5):563-567.

[10] COLLEPARDI M, BORSOI A. Effects of shrinkage reducing admixtures in shrinkage-compensating concretes under non-wet curing conditions [J]. Cement Concrete Composite, 2005, 27(6): 704-708.

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备注/Memo

备注/Memo:
收稿日期:2015-07-21 修改稿日期:2016-02-01
基金资助:陕西省自然科学基础研究计划基金资助项目(2014JQ7251)
作者简介:李国新(1975-),男,博士,教授.主要从事高强高性能混凝土方面研究.E-mail: liguoxin@xauat.edu.cn
更新日期/Last Update: 2016-05-22