Paper Title:
Crack Control Technology of Massive Concrete with Thick Foundation Floor
  Abstract

In the first phase of the project of AnHui Province New Broadcasting Center, the CT-1 foundation of tube cushion cap in main building is 3.5m in thickness which belongs to massive concrete. In order to prevent the crack caused by the excessive hydration heat in massive concrete, the project take several actions including optimizing dosage of cement concrete mixture, setting post-cast strip, cant layered casting and temperature monitoring after concreting, etc. All these actions regulate the concrete temperature and restrain crack generation successfully, while insuring the construction quality of massive concrete cushion cap.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 3: Security and Life Cycle Engineering Design of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
1388-1391
DOI
10.4028/www.scientific.net/AMR.368-373.1388
Citation
D. H. Li, "Crack Control Technology of Massive Concrete with Thick Foundation Floor", Advanced Materials Research, Vols. 368-373, pp. 1388-1391, 2012
Online since
October 2011
Authors
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Price
$32.00
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