中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (9): 225-230.doi: 10.16265/j.cnki.issn1003-3033.2026.09.2110

• 安全技术与工程 • 上一篇    下一篇

110 kV地下变电站主变压器室爆炸及泄压材料试验

余森1(), 张长帅2   

  1. 1 中国电力国际发展有限公司, 北京 100080
    2 应急管理部天津消防研究所, 天津 300381
  • 收稿日期:2026-04-19 修回日期:2026-07-12 出版日期:2026-10-20
  • 作者简介:

    余 森 (1997—),女,浙江宁波人,本科,主要从事电力发展战略规划、工业火灾爆炸防护、电力行业政策研究及标准化等方面的工作。E-mail:。

    张长帅 助理研究员

Experimental study on explosion and pressure relief materials in main transformer room of 110 kV underground substation

Yu Sen1(), Zhang Changshuai2   

  1. 1 China Power International Development Limited, Beijing 100080, China
    2 Tianjin Fire Science and Technology Research Institute of MEM, Tianjin 300381, China
  • Received:2026-04-19 Revised:2026-07-12 Published:2026-10-20

摘要:

为解决现有泄压模型对110 kV地下变电站主变压器室适用性差的问题,采用FLACS数值模拟方法,计算不同泄压面积下的最大爆炸泄放压力;基于NFPA 68模型,提出适用于高阻塞变压器室的改进爆炸压力计算公式;并开展爆炸泄放试验,测试石膏板、铝镁锰板和充气混凝土3种泄压材料的破裂特性。结果表明:爆炸泄放压力随泄压面积增大呈非线性衰减,泄压面积由0增至9 m2时,泄放率达67.41%,继续增大泄压面积则泄压效率增益显著降低;控制最大爆炸泄放压力低于10 kPa至少需泄压面积3.13 m2,为保证建筑结构完整性,建议泄放面积为5~10 m2;3种隔墙材料中,12 mm厚石膏板破裂压力最低(约2.6 kPa),泄压效果最优。

关键词: 地下变电站, 主变压器室, 泄压材料, 泄压面积, 爆炸泄放压力

Abstract:

To address the poor applicability of existing pressure relief models to main transformer rooms in 110 kV underground substations, this study employed FLACS numerical simulation to calculate the maximum explosion relief pressure for different relief areas, and proposed an improved explosion pressure calculation formula based on the NFPA 68 model, specifically adapted for high-blockage transformer rooms. Furthermore, explosion relief experiments were conducted to test the rupture characteristics of three types of pressure relief materials: gypsum board, aluminum-magnesium-manganese alloy plate, and aerated concrete. The results indicate that the explosion relief pressure exhibits a nonlinear decrease with increasing relief area; when the relief area increases from 0 to 9 m2, the relief efficiency reaches 67.41%, while further enlargement of the relief area yields significantly diminished efficiency gains. To control the maximum explosion relief pressure below 10 kPa, a minimum relief area of 3.13 m2 is required, and a relief area of 5-10 m2 is recommended to ensure the structural integrity of the building. Among the three partition wall materials, the 12 mm thick gypsum board exhibits the lowest rupture pressure (approximately 2.6 kPa), demonstrating the optimal pressure relief performance.

Key words: underground substation, main transformer room, pressure relief material, explosion relief area, explosion relief pressure

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