INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE

Li Fei; Qin Weizu

doi:10.13204/j.gyjz200905019

Volume 39 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 89-91,95

Li Fei, Qin Weizu. INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 89-91,95. doi: 10.13204/j.gyjz200905019

Citation:

Li Fei, Qin Weizu. INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 89-91,95. doi: 10.13204/j.gyjz200905019

Li Fei, Qin Weizu. INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 89-91,95. doi: 10.13204/j.gyjz200905019

Citation:

Li Fei, Qin Weizu. INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 89-91,95. doi: 10.13204/j.gyjz200905019

PDF( 0 KB)

INVESTIGATION ON THE EFFECT OF EXPANSIVE AGENT IN HIGH VOLUME FLY ASH CONCRETE

doi: 10.13204/j.gyjz200905019

Li Fei,
Qin Weizu

1.
Department of civil Engeering,Key Laboratory Structural Engineering and Vibration of China Education Ministry,TsingHua University,Beijing 100084,China

Received Date: 2008-08-12
Publish Date: 2009-05-20

Abstract

Abstract

Results of tests performed on the effect of expansive agent in normal concrete and high volume fly ash concrete are presented.The expansive deformation ratio without restraint and the self-compressive stress under complete restraint are investigated in the tests with temperature-stress test machine(TSTM).The results indicate that combination of fly ash and expansive agent may produce a synergistic effect on the concrete under the specific condition.
- expansive agent,
- fly ash,
- complete restraint,
- self-compressive stress,
- TSTM

FullText(HTML)

References(8)

References

[2] 阎培渝,廉慧珍.使用膨胀剂配制补偿收缩混凝土时需要注意的几个问题[J].硅酸盐学报,2000,28(增刊):42-45;

游宝坤.我国混凝土膨胀剂的发展近况和展望[J].混凝土,2003(4):3-6;

[3] Wu Zhongwei,Zhang Hongzhi.Expansive concrete[M].Beijing:China Railway Press,1990:3-4;

[4] 阎培渝,陈广智.养护温度和胶凝材料组成对膨胀剂限制膨胀率的影响[J].建筑技术,2001,32(1):22-23;

[5] 于述强.活性矿物掺合料粉煤灰对膨胀剂效用的影响研究[J].建筑技术开发,2005,32(7):49-52;

[6] Rupert Springenschmid,Prevention of Thermal Cracking in Concrete atEarly Ages[M].London:EFN Spon,1998;

[7] 王强.等强度条件下水胶比和粉煤灰掺量对混凝土自收缩的影响[J].混凝土,2006(12):2-3;

[8] Lin Zhihai.Quantitative Evaluation of the Effectiveness of ExpansiveConcrete as a Countermeasure for Thermal Cracking and theDevelopment of its Practical Application[D].Tokyo:The University ofTokyo,2006.

Relative Articles

[1]	ZHAO Jia, CUI Honghuan, XIE Zhishu, HU Junhui. Study on Thermal Shrinkage Characteristics of Improved Coarse-Grained Soil Fillers for High-Speed Railway Embankments in Temperature Cycles[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 198-204. doi: 10.13204/j.gyjzG22091902
[2]	LI Wei, HAN Yudong, YUE Qingrui, DING Xiaoping, MENG Xi, DANG Yudong. Influence of Combined Expansive Agent and Internal Curing Water of Super Absorbent Polymer on Concrete Shrinkage[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 115-121. doi: 10.13204/j.gyjzG22071808
[3]	Wu Jinyan, Li Bixiong, Chen Jian, Wang Zelong. STUDY OF FROST RESISTANCE OF CONCRETE MIXED WITH FLY ASH AND SILICA FUME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 99-103.
[4]	Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
[5]	Lu Fang-wei, Xiong Yong-hua, Wang Xiang. EXPERIMENTAL STUDIES ON BEHAVIOR OF EXPANSIVE CONCRETE-FILLED SQUARE STEEL TUBE COLUMNS UNDER ECCENTRICALLY COMPRESSED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 120-125. doi: 10.13204/j.gyjz201210025
[6]	Cui Yongcheng, Cui Zizhi, Zhou Jian, Zhou Kang, Zhang Min. RESEARCH ON MECHANICAL PROPERTIES OF FLY ASH CEMENT SOIL IN YINCHAN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 105-109,151. doi: 10.13204/j.gyjz201207017
[7]	Lin Wei, Sun Wei, Li Zongjin. STUDY ON THE DRYING SHRINKAGE OF MAGNESIUM PHOSPHATE CEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 75-78,84. doi: 10.13204/j.gyjz201104017
[8]	Yan Peiyu, Chen Zhicheng. THE AUTOGENOUS SHRINKAGE OF CONCRETES PREPARED WITH THE BINDERS CONTAINING DIFFERENT KINDS OF MINERAL ADMIXTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 124-127. doi: 10.13204/j.gyjz201106026
[9]	Liu Junlong, Yu Hongfa, Sun Wei, Chen Shudong. EFFECT OF EXTERNAL CHLORIDE SALT ENVIRONMENT ON CHLORIDE BINDING CAPABILITY OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 103-106. doi: 10.13204/j.gyjz201104022
[10]	Wang Haiyang, Zha Xiaoxiong, Huang Haochun, Wang Xiaodong. EXPERIMENTAL STUDY ON THE CREEP EFFECT OF THE EXPANSIVE AGENT AND RECYCLED CFST COLUMN IN CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 43-46,66. doi: 10.13204/j.gyjz201106008
[11]	He Zhimin, Liu Junzhe. INFLUENCE OF FLY ASH AND AIR ENTRAINING AGENT ON PERFORMANCE OF THERMAL INSULATING MORTAR BLENDED WITH VITRIFIED MICROSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 102-106,138. doi: 10.13204/j.gyjz201003023
[12]	Ding Zhu, Xing Feng, Li Zongjin. REPAIR PROPERTY OF HIGH EARLY STRENGTH MAGNESIUM PHOSPHOSILICATE CEMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 77-81. doi: 10.13204/j.gyjz200809023
[13]	Ma Kunlin, Xie Youjun, Long Guangcheng, Shi Mingxia. STUDY ON PREPARATION OF HIGH PERFORMANCE CONCRETE WITH IMPERMEABILITY TO CHLORIDE IONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 90-93. doi: 10.13204/j.gyjz200611022
[14]	Sun Dian-chen, Yang Jun. RESEARCH ON MULTI-FUNCTION COMPOUND WALLBOARD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 71-74. doi: 10.13204/j.gyjz200607019
[15]	Wu Rui-qian, Xie Kang-he, Chen Xian-hua, Qian Wei-biao. EXPERIMENTAL RESEARCH ON STABILIZATION OF RED CLAY WITH CEMENT AND FLYASH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 29-31,24. doi: 10.13204/j.gyjz200607006
[16]	Yao Zhixiong, Zhou Ruizhong, Shi Cheng'en. STUDY ON MATERIAL'S FRACTURE MECHANICAL PROPERTIES BASED ON NEW REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 71-73,95. doi: 10.13204/j.gyjz200507020
[17]	Zhao Ruopeng, Guo Zili, Zhang Zhiling, Zhang Jing, Diao Fengqiong, Wu Peigang, Liu Yuanhe. STUDY ON C90 HIGH STRENGTH AND SELF-LEVELING CONCRETE WITH FLYASH AND SILICA FUME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 21-23. doi: 10.13204/j.gyjz200501006
[18]	Ouyang Dong. NEW TECHNOLOGY OF HIGH ANTICRACKING CONCRETE FOR HUB BUILDING OF GUANGZHOU NEW BAIYUN AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 69-71,17. doi: 10.13204/j.gyjz200401020
[19]	Meng Hongrui, Chen Lihong, Zhang Keqiang. RESEARCH AND EXPERIMENT ON PERFORMANCE OF SUPERSONIC-REFINED FA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 52-53. doi: 10.13204/j.gyjz200403016