大体积混凝土水化热损伤计算方法
作者:
作者单位:

(1.中国电建集团华东勘测设计研究院有限公司,浙江 杭州311122;2.河海大学港口海岸与近海工程学院,江苏 南京210098)

作者简介:

吕国儿(1984—),男,高级工程师,硕士,主要从事近海工程结构研究。E-mail:lv_1232023@163.com

通讯作者:

中图分类号:

TU755

基金项目:

中国电建集团华东勘测设计研究院有限公司科技立项项目(KY2021-XNY-02-05)


Calculation method of heat damage by hydration of mass concrete
Author:
Affiliation:

(1.POWERCHINA Huadong Engineering Corporation Limited, Hangzhou 311122, China;2.College of Harbour, Costal and Offshore Engineering, Hohai University, Nanjing 210098, China )

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    摘要:

    为更准确地判断浇筑过程中大体积混凝土内部的水化热损失,提出了综合考虑混凝土绝热温升、环境温度、入模温度、模板材料散热系数、保温材料散热系数和浇筑层厚这6个影响因素的混凝土浇筑过程中最不利时刻的温度分布预测公式,并采用响应面分析法率定公式中的参数,基于温度分布及Loland损伤模型提出了一种水化热损伤计算方法,通过有限元数值模型对该方法进行了验证。结果表明,该方法能够判断浇筑过程中任意一点是否会因为温度梯度造成损伤开裂。

    Abstract:

    In order to more accurately judge the loss of hydration heat inside the mass concrete during the casting process, a formula for the prediction of temperature distribution at the worst moment between surface and interior of concretes was established by considering six influencing factors, including the concrete adiabatic temperature rise, ambient temperature, casting temperature, heat dispersion coefficient of formwork material, heat dispersion coefficient of thermal insulation material and thickness of the casting layer. A damage calculation method of hydration heat was established based on the calibrated parameter from response surface analysis method, temperature distribution and Loland damage model, and then was verified by the finite element numerical model. The results show that the hydration heat damage equation can determine whether the damage cracking will be caused by temperature gradient at any point during the casting process.

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吕国儿,汤群益,王定仕,等.大体积混凝土水化热损伤计算方法[J].河海大学学报(自然科学版),2024,52(4):29-34.(LYU Guoer, TANG Qunyi, WANG Dingshi, et al. Calculation method of heat damage by hydration of mass concrete[J]. Journal of Hohai University (Natural Sciences),2024,52(4):29-34.(in Chinese))

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  • 收稿日期:2023-11-02
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  • 在线发布日期: 2024-07-18
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