DocumentCode
2823794
Title
The practice on thermal stress and crack control in mass concrete base plate of large water conveyance pump station
Author
Wang Qi ; Hu Xiangdong ; Zhou Bin ; Zeng Dingbo ; Jin Zhongkang
Author_Institution
Shanghai Tunneling Eng. Co. Ltd., Shanghai, China
fYear
2011
fDate
15-17 July 2011
Firstpage
7027
Lastpage
7030
Abstract
The mass concrete structures usually generate surface and through cracks due to the variation of temperature and moisture, also the shrinkage and foundation restraint, then affect the use of whole building. Based on the monitored data of a thick concrete base plate in a deep foundation of Shanghai Qingcaosha Raw Water Engineering, expounds the classification and mechanism of temperature cracks and use the practical calculating method calculate the self-restraining stress and outer restraining stress, the results of comparative test data to prove safe and reliable. At last, some suggestions were put forward for the control of temperature stress for mass concrete of base plate.
Keywords
concrete; foundations; plates (structures); pumps; structural engineering; surface cracks; thermal stress cracking; Shanghai Qingcaosha raw water engineering; crack control; deep foundation; large water conveyance pump station; mass concrete base plate; mass concrete structures; self-restraining stress; temperature cracks; temperature stress control; thermal stress; Concrete; Presses; base plate; mass concrete; outer-restraining stress; self-restraining stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5988667
Filename
5988667
Link To Document