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温度骤降对大体积混凝土温度场的影响研究

干大鹏

江西建材Issue(5):103-106,4.
江西建材Issue(5):103-106,4.

温度骤降对大体积混凝土温度场的影响研究

Effect of Temperature Plunge on Temperature Field of Mass Concrete

干大鹏1

作者信息

  • 1. 中国华西企业有限公司,广东 深圳 518103
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摘要

Abstract

In order to improve the safety and durability of mass concrete structures.Taking a large complex as an example,the influence of temperature plunge on the temperature field of raft foundation mass concrete is systematically analyzed in this paper.The results show that the temperature curves of mass concrete at different depths show high synchronicity.0~28 h after pouring is the rapid warming period,28~65 h is the temperature peak plateau period,and 65 h after pouring enters the slow cooling period.In the numerical simulation,the peak temperature appeared within 3 to 5 days of pouring,which were 51.45,65.04 and 72.15℃respectively.The temperature change was divided into two stages:rapid warming and controlled cooling.When the external temperature plummeted,reducing the convection coefficient was an effective insulation measure.There are differences between the measured data and the numerical simulation results under the temperature plunge condition,mainly due to the inconsistent timing of the implementation of insulation measures.When the ambient temperature plummets,the measured temperature curve shows a significant downward trend,while the cooling rate of the numerical simulation curve is relatively stable.

关键词

筏板基础/大体积混凝土/温度骤降/数值模拟

Key words

Raft foundation/Mass concrete/The temperature plummets/Numerical simulation

分类

土木建筑

引用本文复制引用

干大鹏..温度骤降对大体积混凝土温度场的影响研究[J].江西建材,2025,(5):103-106,4.

江西建材

1006-2890

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