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金属矿山 ›› 2026, Vol. 55 ›› Issue (6): 236-243.

• • 上一篇    下一篇

一种新的液压伺服点荷载装置研发及其验证

朱家辉1,2 张 芳1,2 彭 俊3 乔 磊1,2 伍法权1,2   

  1. 1.绍兴文理学院土木工程学院,浙江 绍兴 312000;2.深部金属矿智能开采与装备全国重点实验室,浙江 绍兴 312000; 3.金属矿山开采安全与灾害防治全国重点实验室,安徽 马鞍山 243000
  • 出版日期:2026-07-15 发布日期:2026-07-15
  • 通讯作者: 张 芳(1972—),女,高级实验师。
  • 作者简介:朱家辉(2000—),男,硕士研究生。
  • 基金资助:
    国家自然科学基金资助项目(编号:U2244228);国家重点研发计划青年科学家项目(编号:2022YFC2905700);国家重点研发计划项目 (编号:2023YFC2907201);国家自然科学基金重点项目(编号:52130403);国家自然科学基金面上项目(编号:52574132)。

Development and Verification of a New Hydraulic Servo Point Load Device

ZHU Jiahui1,2 ZHANG Fang1,2 PENG Jun3 QIAO Lei1,2 WU Faquan1,2   

  1. 1.School of Civil Engineering,Shaoxing University,Shaoxing 312000,China; 2.State Key Laboratory of Intelligent Deep Metal Mining and Equipment,Shaoxing 312000,China; 3.State Key Laboratory of Metal Mine Mining Safety and Disaster Prevention and Control,Maanshan 243000,China
  • Online:2026-07-15 Published:2026-07-15

摘要: 岩石点荷载试验是一种快速获取岩石力学性质的试验方法,但已有点荷载设备存在携带不便、加载速 率难以恒定等问题。为此,通过以下思路研发一种新的点荷载试验仪:使用减速电机改良加载泵油路,实现了可控重 量和体积下稳定加载、速率可调的能力;集成嵌入式数据采集单元,同步记录点荷载值、位移,消除人工记录误差。为 验证改进效果,选取青砂岩开展室内试验,并与传统点荷载设备测试结果进行对比分析。结果表明:新液压伺服点荷 载试验仪测得岩石点荷载强度指数的离散系数降低35%,且试样破坏形态更稳定。将测得的点荷载强度与单轴抗压 强度进行线性拟合分析,得出两者关系高度正相关,验证了新的液压伺服点荷载试验仪性能的可靠性与优越性。

关键词: 点荷载仪 , 液压伺服 , 岩碴 , 破坏模式

Abstract: Rock point load test is a test method to quickly obtain the mechanical properties of rock.However,there are some problems in the existing point load equipment,such as inconvenient carrying and difficult constant loading rate.There fore,a new point load tester is developed through the following ideas:the deceleration motor is used to improve the loading pump oil circuit,and the ability of stable loading and adjustable rate under controllable weight and volume is realized.The em bedded data acquisition unit is integrated to synchronously record the point load value and displacement,and eliminate the manual recording error.In order to verify the improvement effect,the green sandstone is selected to carry out the indoor test, and the test results are compared with the traditional point load equipment.The results show that the discrete coefficient of the rock point load strength index measured by the hydraulic servo point load tester is reduced by 35%,and the failure mode of the sample is more stable.The linear fitting analysis of the measured point load strength and uniaxial compressive strength shows that the relationship between the two is highly positively correlated,which verifies the reliability and superiority of the perform ance of the new hydraulic servo point load tester.

Key words:  point load apparatus,hydraulic servo,rock debris,mode of failure

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