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火灾高温下装配式竖井结构热力耦合响应研究

王国波 李涛 姜健 王建宁 刘中宪

建筑结构学报2026,Vol.47Issue(6):50-61,12.
建筑结构学报2026,Vol.47Issue(6):50-61,12.DOI:10.14006/j.jzjgxb.2025.0409

火灾高温下装配式竖井结构热力耦合响应研究

Thermo-mechanical coupling responses of prefabricated shaft structures under high-temperature fire conditions

王国波 1李涛 1姜健 2王建宁 3刘中宪4

作者信息

  • 1. 温州大学 建筑工程学院,浙江 温州 325035
  • 2. 中国矿业大学 力学与土木工程学院,江苏 徐州 221116
  • 3. 中国机械工业集团有限公司,北京 100080
  • 4. 天津城建大学 土木工程学院,天津 300384
  • 折叠

摘要

Abstract

Prefabricated shaft structures can efficiently utilize urban spatial resources and have developed rapidly in recent years.However,there is still a gap between their fire resistance research and actual engineering needs.In this study,the thermo-mechanical coupling response mechanism of prefabricated shaft structures under high-temperature fire conditions was investigated through scaled heating tests and numerical simulations,and the temperature distribution,damage evolution and structural deformation behavior were revealed.In the model test,micro-concrete was used to simulate the shaft lining structure,a high-temperature heating device was adopted to simulate the fire environment,multi-circumferential and multi-depth thermocouples were arranged to monitor the temperature field.The test results show that the internal temperature distribution of the shaft is significantly affected by the chimney effect,with the maximum temperature in the middle region reaching 659℃.The concrete lining exhibits an obvious thermal hysteresis effect,and the maximum temperature difference between the inner and outer walls is 303℃.Under high-temperature fire conditions,the structural damage is mainly characterized by bottom slab spalling,extrusion and cracking at joints,and stress concentration around bolt holes.Further numerical parametric analysis indicates that the deformation mode of the shaft structure is jointly affected by fire duration and fire location.Local deformation is the most significant when the top is exposed to fire,while overall deformation is more severe under unilateral fire exposure.

关键词

装配式竖井/受火试验/有限元分析/热力耦合/温度分布/结构损伤

Key words

prefabricated shaft/fire test/FEA/thermo-mechanical coupling/temperature distribution/structural damage

分类

建筑与水利

引用本文复制引用

王国波,李涛,姜健,王建宁,刘中宪..火灾高温下装配式竖井结构热力耦合响应研究[J].建筑结构学报,2026,47(6):50-61,12.

基金项目

国家自然科学基金项目(52478413,52308496),中国科协青年人才托举工程(YESS2024065). (52478413,52308496)

建筑结构学报

1000-6869

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