水利与建筑工程学报2024,Vol.22Issue(1) :110-118.DOI:10.3969/j.issn.1672-1144.2024.01.015

某黄河大桥承台大体积混凝土的水化热分析

Hydration Heat Analysis of Mass Concrete for Pile Cap of a Yellow River Bridge

冯树隆
水利与建筑工程学报2024,Vol.22Issue(1) :110-118.DOI:10.3969/j.issn.1672-1144.2024.01.015

某黄河大桥承台大体积混凝土的水化热分析

Hydration Heat Analysis of Mass Concrete for Pile Cap of a Yellow River Bridge

冯树隆1
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作者信息

  • 1. 中铁十八局集团第五工程有限公司,天津 300450
  • 折叠

摘要

为解决大体积混凝土的水化热问题,结合某黄河大桥工程,在其44 号承台内部预埋设冷却管并利用有限元软件midas Civil进行水化热数值分析.结果表明:模型内各层各测点温度的变化趋势曲线基本符合混凝土水化热温度变化规律.对有无冷却管模型的温度场结果进行对比分析发现最大内外温差在水管冷却作用下下降了17.18℃,冷却效果显著;同时混凝土各龄期的温度应力值均小于其对应的容许抗拉强度,有效抑制了温度裂缝的产生,提升了大体积混凝土的抗裂性能.预埋冷却管能有效降低大体积混凝土在浇筑过程及浇筑完成后所产生的水化热.

Abstract

In order to solve the problem of hydration heat of mass concrete,combined with a Yellow River Bridge pro-ject,the cooling pipe is pre-embedded inside its No.44 supporting platform and the finite element software midas Civil were used for the numerical analysis of hydration heat.The results indicate that pre-embedded cooling pipes can effec-tively reduce the hydration heat produced by the mass concrete during and after the pouring process,compared with the temperature field results of the model without cooling pipe,it is found that the cooling effect of the water pipe makes the maximum temperature difference between inside and outside of the model decrease by 17.18℃,which has a signif-icant cooling effect;meanwhile,the value of temperature stress in concrete at all ages is less than its corresponding al-lowable tensile strength,which effectively inhibits the generation of temperature cracks and improves the crack resist-ance of mass concrete.

关键词

大体积混凝土/水化热/冷却管/数值分析/温度裂缝/温度应力

Key words

mass concrete/hydration heat/cooling pipe/finite element analysis/temperature crack/tempera-ture stress

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基金项目

陕西省重点研发计划项目(2023-YBSF-368)

陕西省住房和城乡建设厅科技计划项目(2017-K55)

西安市科技局高校人才服务企业项目(2019217214GXRC008CG009-GXYD8.2)

出版年

2024
水利与建筑工程学报
西北农林科技大学

水利与建筑工程学报

影响因子:0.383
ISSN:1672-1144
参考文献量21
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