THE CONTRIBUTION OF THE AMBIENT TEMPERATURE TO THE EARLY CONCRETE WALL'S TEMPERATURE FIELD

Hu Shenghua; Qin Weizu

doi:10.13204/j.gyjz200510017

Volume 35 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(10): 54-57

Yang Junjie, Yao Zhishu. TESTING RESEARCH ON THE STRUCTURAL CHARACTERISTICS OF A TYPE OF STEEL STRUCTURE OF COMPRESSIBLE LINING JOINT FOR SHAFTS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 41-44,36. doi: 10.13204/j.gyjz200402013

Citation:

Hu Shenghua, Qin Weizu. THE CONTRIBUTION OF THE AMBIENT TEMPERATURE TO THE EARLY CONCRETE WALL'S TEMPERATURE FIELD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 54-57. doi: 10.13204/j.gyjz200510017

Citation:

Hu Shenghua, Qin Weizu. THE CONTRIBUTION OF THE AMBIENT TEMPERATURE TO THE EARLY CONCRETE WALL'S TEMPERATURE FIELD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 54-57. doi: 10.13204/j.gyjz200510017

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THE CONTRIBUTION OF THE AMBIENT TEMPERATURE TO THE EARLY CONCRETE WALL'S TEMPERATURE FIELD

doi: 10.13204/j.gyjz200510017

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2005-03-17
Publish Date: 2005-10-20

Abstract

Abstract

With the thermal conduction theory based on the hydration degree of cementitious materials, it can be analyzed that the early concrete wall temperature field varies with response to the change of ambient temperature, which influences the rate of heat loss. The change of early wall temperature field in the condition of temperature induced by the day and night shift and rapid decline due to getting the cold wave, which can give advice to the early wall heat preservation to prevent cracking.
- hydration degree,
- early concrete wall,
- temperature field,
- crack

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References(3)

References

[2] 张子明,张研,宋智通.水化热引起的大体积混凝土墙温度分析.河海大学学报(自然科学版),2002,30(4):22～26;

朱伯芳.大体积混凝土温度应力与温度控制.北京:中国电力出版社,1999;

[3] 丁晖,张天申,张岫文.秦皇岛热电厂汽机基座裂缝鉴定及有限元分析.建筑结构,2002,32(11)

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