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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OA

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

中文摘要英文摘要

针对跨海大桥异形承台大体积混凝土水化热问题,以某公铁两用跨海大桥的大体积混凝土异形承台为背景,采用midas FEA NX软件建立了异形承台的有限元仿真模型,通过水化热分析得到大体积混凝土浇筑后的温度应力场,结合现场实测数据对模型进行了验证,后续对关键参数(环境温度、混凝土入模温度、冷水管布置层数)进行拓展模拟分析,总结了参数敏感性和温度场发展规律.结果表明:仿真模型能够准确模拟异形承台的水化热过程,混凝土入模温度和冷水管布置层数对内部温度场有显著影响,而环境温度主要影响混凝土表层温度,施工过程中应严格控制混凝土入模温度,并根据冷却管冷却限值进行管冷系统设计.

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.

张义丹

中国铁建大桥工程局集团有限公司,天津 300000

交通工程

公铁两用跨海大桥异形承台大体积混凝土水化热

rail-cum-roadcross-sea bridgespecial-shaped platformmass concretehydration heat

《天津建设科技》 2026 (1)

5-10,6

中国铁建股份有限公司重大科技专项(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)

10.3969/j.issn.1008-3197.2026.01.002

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