Experimental Verification of Chemical Admixture to Reduce Stiffness of Concrete

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In this paper, the phenomenon in which the fluidity drops significantly once the concrete, which is a problem in the construction work, is called “stiffness”, and the hypothesis of the occurrence mechanism was hypothesized based on a microscopic image of cement paste. Then, author developed a chemical admixture (stiffness reducing agent) that suppresses the aggregation of cement particles and verified the effect through various tests. In the verification test, author tried to quantify the stiffness of concrete by a simple test called the vane shear test. Also, through various construction performance tests, author confirmed the possibility of stiffness affecting the construction work.

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198-208

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July 2020

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© 2020 Trans Tech Publications Ltd. All Rights Reserved

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[1] Hiroshi Nemoto, Shuya Hirano, Hironobu Nishi, Shigeyuki Date: Experimental verification on improvement of properties of fresh concrete using stiffening inhibitor, Vol.39, No.1, pp.1261-1266,2017.7.

Google Scholar

[2] Hiroshi Nemoto, Shuya Hirano, Shigeyuki Date, Shinichiro Hashimoto: Admixture to reduce stiffening in concrete, Concrete Engineering, Vol.57, No.1, pp.16-19, 2019.1.

Google Scholar

[3] Koji Kikukawa: Research on viscosity formula of mortar and concrete, Proceedings of Japan Society of Civil Engineers, No.414, pp.109-118, 1990.2.

Google Scholar

[4] Koji Koda, Hiroshi Nemoto, Akira Toda, Takashi Nagahama, Takashi Oshio, Akira Akamatsu: Examination of stiffening evaluation method for high-fluidity concrete applied in a narrow construction environment, Japan Society of Civil Engineers 73rd Annual Lecture , V-415, pp.829-830, 2018.8.

Google Scholar

[5] Tattersasll G.H. and Banfill P.F.G. The Rheology of Fresh Concrete,Pitman,London,(1983).

Google Scholar

[6] Tattersasll G.H. and Bloomer S.J. Further Development of the Two-Point Test for Workability and Extension of its Range, Magazine of Concrete Research,Vol.31,pp.202-210,(1979).

DOI: 10.1680/macr.1979.31.109.202

Google Scholar

[7] Ferraris,C. and Brower,L.(eds.): Comparison of Concrete Rheometers:International Test at MB(Cleveland OH,USA)in May 2003,NISTIR7154,(2004).

DOI: 10.6028/nist.ir.7154

Google Scholar

[8] Mishima Nao: Research on thixotropy of fresh concrete, Concrete engineering, Vol.49.No.3, pp.43-49,2011.3.

Google Scholar

[9] Shuya Hirano, Yui Nishi: Experimental study on evaluation of handling of fresh concrete by vane shear test, Annual report of concrete engineering, Vol.40, No.1, pp.1107-1112, 2018.6.

Google Scholar

[10] Toru Shibata: Study on Vane Shear Strength of Clay, Proceedings of Japan Society of Civil Engineers, No.138, pp.39-48, 1967.2.

DOI: 10.2208/jscej1949.1967.138_39

Google Scholar

[11] Hiroshi Nemoto, Shinji Urano, Mizumoto Takemura: Mixing examination of high-fluidity concrete applied to the reversing method, Abstracts of the 68th Annual Conference of the Japan Society of Civil Engineers, Section IV, pp.1141-1142, (2013).

Google Scholar

[12] Akabuchi Iori, Inami Sakiko, Yamada Yoshitomo and Hosokawa Yoshifumi: Fundamental Study on Viscosity Change of Cement Paste by Aggregation and Hydration, Cement and Concrete Papers, Vol.66, pp.653-660,(2012).

DOI: 10.14250/cement.66.653

Google Scholar

[13] Shinichiro Hashimoto, Yukio Emoto, Shinnori Hashimoto, Shigeyuki Date: Effect of Slump Loss on Concrete Workability, Proceedings of Concrete Engineering, Vol.32, No.1, pp.1295-1300 , 2010.6.

Google Scholar