主管:中华人民共和国应急管理部
主办:应急管理部天津消防研究所
ISSN 1009-0029  CN 12-1311/TU

消防科学与技术 ›› 2023, Vol. 42 ›› Issue (3): 328-333.

• • 上一篇    下一篇

装配式钢筋混凝土框架螺栓连接节点温度场试验研究

刘维华,王广勇,苏 恒,方淳锟   

  1. (烟台大学,山东 烟台 264000)
  • 出版日期:2023-03-15 发布日期:2023-03-15
  • 作者简介:刘维华(1995- ),男,内蒙古赤峰人,烟台大学硕士研究生,主要从事结构抗火研究,山东省烟台市莱山区清泉路30号,264000。
  • 基金资助:
    国家重点研发计划项目(2018YFC0807600);国家自然科学基金项目(51278477)

Experimental study on temperature field of bolted joints of prefabricated reinforced concrete frame

Liu Weihua, Wang Guangyong, Su Heng, Fang Chunkun   

  1. (Yantai University, Shandong Yantai 264000, China)
  • Online:2023-03-15 Published:2023-03-15

摘要: 为了进一步研究装配式钢筋混凝土框架螺栓连接节点的温度场分布规律,首先对预制装配式钢筋混凝土框架螺栓连接节点的温度场分布及发展规律进行了试验研究,然后在温度场试验研究的基础上,通过合理选择材料热工参数以及采取合适的建模方法,提出了装配式钢筋混凝土框架螺栓连接节点的温度场理论计算模型,计算结果与试验结果吻合较好,计算模型合理。温度场试验研究表明,与梁柱构件截面相比,节点核心区螺栓升温速度缓慢,温度较低。试验中下侧螺栓温度较高,上侧螺栓温度较低。靠近节点核心区的螺栓温度较低,远离节点核心区的螺栓温度较高。

关键词: 装配式建筑, 钢筋混凝土框架, 螺栓连接节点, 温度场, 有限元分析

Abstract: Abstract: In order to further study the temperature distribution of bolted joints of prefabricated reinforced concrete frame, the temperature distribution and development of bolted joints of prefabricated reinforced concrete frame were studied by the experiment. On the basis of temperature field experiment, a theoretical calculation model of temperature field for the bolted joints of prefabricated reinforced concrete frame was proposed by selecting reasonable thermal parameters of materials and adopting appropriate modeling method, and the calculated results were in good agreement with the test results, the calculation model is reasonable. The experimental study of temperature field shows that compared with the beam-column section, the temperature of the bolts in the core area of the joints increases slowly and is lower. In the test, the temperature of lower bolts is higher, and the temperature of upper bolts is lower. The temperature of the bolts near the joint core area is lower, while the temperature of the bolts far away from the joint core area is higher.

Key words: Key words: prefabricated building, reinforced concrete frame, bolted joints, temperature field, finite element analysis