ANALYSIS FOR TEMPERATURE RISING OF CRTS Ⅱ TRACK BOARD CONCRETE FOR HIGH-SPEED RAILWAY

Tu Yubo; Hao Tingyu; Wu Zhigang; Liu Junyuan; Mei Minghu; Su Bo

doi:10.13204/j.gyjz201011004

Volume 40 Issue 11

May 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(11): 13-14,12

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Tu Yubo, Hao Tingyu, Wu Zhigang, Liu Junyuan, Mei Minghu, Su Bo. ANALYSIS FOR TEMPERATURE RISING OF CRTS Ⅱ TRACK BOARD CONCRETE FOR HIGH-SPEED RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 13-14,12. doi: 10.13204/j.gyjz201011004

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

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ANALYSIS FOR TEMPERATURE RISING OF CRTS Ⅱ TRACK BOARD CONCRETE FOR HIGH-SPEED RAILWAY

doi: 10.13204/j.gyjz201011004

1.
Central Research Institute of Building and Construction Co.Ltd,MCC,Beijing 100088,China

Received Date: 2010-07-15
Publish Date: 2010-11-20

Abstract

Abstract

By analyzing the process of temperature rising CRTSⅡ track board concrete in the conditions of different construction ambient temperature,different mineral admixture,and different concrete mix,it is put forward the measures for speeding up the tensioning of reinforced concrete,shortening ejection time of concrete and improving the economic efficiency of enterprises.
- high-speed railway,
- track board,
- concrete,
- temperature rising

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References(5)

References

[2] 梁新华,梁科,李保尔.CRTSⅡ型轨道板混凝土施工技术[J].工程技术,2010(5):55-56.

张恩龙,王玲.CRTSⅡ型轨道板混凝土技术[J].混凝土与水泥制品,2009(3):20-22.

[3] 陈功勇,夏涛,兰兴义,等.稳定环境温度下大体积混凝土温升分析[J].低温建筑技术,2004(2):76-77.

[4] 朱伯芳.混凝土绝热温升的新计算模型与反分析[J].水力发电,2003,29(4):29-32.

[5] 施明荣.大体积混凝土温控的计算机仿真[J].河海大学学报,1995,23(1):109-112.

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