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Experimental Studies of Controlling Thermal Cracks in Mass Concrete Foundation by Circulating Water

 Experimental Studies of Controlling Thermal Cracks in Mass Concrete Foundation by Circulating Water
Autor(en): , , , ,
Beitrag für IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, veröffentlicht in , S. 2003-2012
DOI: 10.2749/stockholm.2016.2011
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This paper summarizes an engineering experience of solving the problem of thermal cracking in mass concrete by using a large project, Zhongguancun No.1 (Beijing, China), as an example. A new method...
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Bibliografische Angaben

Autor(en): (Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
(Beijing University of Technology, Beijing 100124, China)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Veröffentlicht in:
Seite(n): 2003-2012 Anzahl der Seiten (im PDF): 10
Seite(n): 2003-2012
Anzahl der Seiten (im PDF): 10
Jahr: 2016
DOI: 10.2749/stockholm.2016.2011
Abstrakt:

This paper summarizes an engineering experience of solving the problem of thermal cracking in mass concrete by using a large project, Zhongguancun No.1 (Beijing, China), as an example. A new method is presented for controlling temperature cracks in the mass concrete of a foundation. The method involves controlled cycles of water circulating between the surface of mass concrete foundation and the atmospheric environment. The temperature gradient between the surface and the core of the mass concrete is controlled at a relatively stable state. Water collected from the well-points used for dewatering and from rainfall is used as the source for circulating water. Mass concrete of a foundation slab is experimentally investigated through field temperature monitoring. The temperature field of the mass concrete during the entire process of heat of hydration are analyzed in detail. The proposed method provides an alternative practical basis for preventing thermal cracks in mass concrete.

Stichwörter:
Temperaturfeld