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 ›› 2024, Vol. 43 ›› Issue (11): 1571-1575.

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举高消防车臂架用BS700高强钢高温力学性能试验研究

朱贇1, 高志刚2, 刘涛3, 张平3   

  1. (1. 应急管理部上海消防研究所,上海 201199;2. 徐工消防安全装备有限公司,江苏 徐州 221100;3. 中国矿业大学 材料与物理学院,江苏 徐州 221116)
  • 收稿日期:2024-09-26 修回日期:2024-10-14 出版日期:2024-11-15 发布日期:2024-11-15
  • 作者简介:朱 贇(1981- ),男,上海人,应急管理部上海消防研究所助理研究员,学士,主要从事消防车辆装备及附件方面的研究,上海市闵行区西环路391号,201199,zhuyun@xfjyzx.com。

Experimental study on high temperature mechanical properties of BS700 steel for aerial fire truck boom

Zhu Yun1, Gao Zhigang2, Liu Tao3, Zhang Ping3   

  1. (1. Shanghai Fire Science and Technology Research Institute of MEM, Shanghai 201199, China;2. XCMG Fire Fighting Safety Equipment Co., Ltd., Jiangsu Xuzhou 221100, China; 3. School of Material Science and Physics, China University of Mining and Technology, Jiangsu Xuzhou 221116, China)
  • Received:2024-09-26 Revised:2024-10-14 Online:2024-11-15 Published:2024-11-15

摘要: 高强钢BS700是70 m以上举高消防车臂架常用的结构钢,其高温力学性能决定了臂架近火服役时的结构安全。通过稳态拉伸法和恒温恒载单轴拉伸试验法对BS700钢在20~1 000 ℃的高温力学性能进行测试,得到了不同温度下的力学性能参数及应力-应变关系曲线,并对其在300~500 ℃下的蠕变性能进行考察。结果表明:随着温度的升高,BS700钢的屈服强度和极限强度均逐渐降低,在500 ℃时近乎衰减了50%,600 ℃时只有室温下的30%,而当温度超过800 ℃时已不足10%;在400 ℃以内时,温度对BS700钢的断后伸长率影响不大,此后随着温度进一步升高,断后伸长率急剧增加。当温度为300~400 ℃、应力为380 MPa时,BS700的最大蠕变应变不超过0.4%;而在500 ℃、相同应力条件下,最大蠕变应变达到10%。基于测定的试验数据,通过多项式拟合建立数学模型,描述了BS700高强钢高温力学性能参数随温度的变化规律,为设计70 m以上举高消防车臂架的安全结构强度提供理论依据。

关键词: 举高消防车, BS700高强钢, 高温力学性能, 高温蠕变

Abstract: The high-strength steel BS700 is commonly used as a structural component for the boom of aerial fire truck over 70 m, and its high-temperature mechanical properties determine the structural safety of the boom when it is in service near fire. The high-temperature mechanical properties of BS700 steel were tested using steady-state tensile testing and constant temperature and load uniaxial tensile testing methods at 20~1 000 ℃. The mechanical property parameters and stress-strain relationship curves at different temperatures were obtained, and its creep performance at temperatures 300~500 ℃ was investigated. The results show that the yield strength and ultimate strength of BS700 steel gradually decrease with increasing temperature, nearly decaying by 50% at 500 ℃, being only 30% of room temperature at 600 ℃, and being less than 10% when the temperature exceeds 800 ℃. Within 400 ℃, the temperature has little effect on the post-yield elongation rate of BS700 steel, but after that, as the temperature further increases, the post-yield elongation rate increases sharply. When the temperature is between 300 ℃ and 400 ℃ and the stress is 380 MPa, the maximum creep strain of BS700 does not exceed 0.4%; however, at 500 ℃ under the same stress conditions, the maximum creep strain reaches 10%. Based on the measured experimental data, a mathematical model was established through polynomial fitting to describe the variation law of high-temperature mechanical property parameters of BS700 high-strength steel with temperature, providing a theoretical basis for designing the safe structural strength of booms of aerial fire truck over 70 m.

Key words: aerial fire truck, high-strength steel BS700, high-temperature mechanical properties, high-temperature creep