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跨海大桥异形承台大体积混凝土水化热仿真模拟分析

张义丹

天津建设科技2026,Vol.36Issue(1):5-10,6.
天津建设科技2026,Vol.36Issue(1):5-10,6.DOI:10.3969/j.issn.1008-3197.2026.01.002

跨海大桥异形承台大体积混凝土水化热仿真模拟分析

Hydration Heat Simulation and Parameter Analysis of Mass Concrete of Special-Shaped Platform

张义丹1

作者信息

  • 1. 中国铁建大桥工程局集团有限公司,天津 300000
  • 折叠

摘要

Abstract

Aiming at the hydration heat issue of mass concrete of cross-sea bridges,the paper establishes the finite ele-ment simulation model of special-shaped cap was by midas FEA NX software based on the special-shaped cap of mass concrete of a highway-railway cross-sea bridge.The temperature stress field of mass concrete af-ter pouring is obtained by hydration heat analysis.The model was verified by field measured data.Subsequent-ly,the key parameters(ambient temperature,concrete molding temperature,number of cold water pipe ar-rangement layers)were expanded and simulated,and the parameter sensitivity and temperature field develop-ment law were summarized.The results show that the simulation model can accurately simulate the hydration heat process of the special-shaped cap.The concrete mold temperature and the number of cold water pipe ar-rangement layers have a significant effect on the internal temperature field,while the ambient temperature mainly affects the surface temperature of the concrete.The concrete mold temperature should be strictly con-trolled during the construction process,and the pipe cooling system should be designed according to the cool-ing limit of the cooling pipe.

关键词

公铁两用/跨海大桥/异形承台/大体积混凝土/水化热

Key words

rail-cum-road/cross-sea bridge/special-shaped platform/mass concrete/hydration heat

分类

交通工程

引用本文复制引用

张义丹..跨海大桥异形承台大体积混凝土水化热仿真模拟分析[J].天津建设科技,2026,36(1):5-10,6.

基金项目

中国铁建股份有限公司重大科技专项(2022-B05) (2022-B05)

中国铁建大桥工程局集团有限公司科技创新项目(DQJ-2023-A05) (DQJ-2023-A05)

天津建设科技

1008-3197

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