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高预紧力应力均布型锚索的研制及施工工艺

Development and construction technology of high pre-tightening force stress uniform anchor cable

  • 摘要: 预紧力作为巷道支护的关键参数之一,对主动支护起着决定性作用,国内外研究表明提高预紧力可有效控制巷道变形,降低冒顶事故的发生。当锚索张拉结束卸载时,锚索回缩导致预紧力损失较大,实际施加的预紧力远低于设计值,难以发挥预应力锚索主动支护的作用。为减少预紧力损失,研制了高预紧力应力均布型锚索,构件包括高预紧力应力均布型锁具、钢绞线、托盘、支撑架等构件。高预紧力应力均布锚索能够减少锁具夹片引起的锚索回缩量和围岩损伤变形引起的锚索回缩量,减少张拉过程中预紧力损失。该安装工艺采用二次张拉结合螺母旋转预紧的方式,首次张拉与传统锚索工艺一致,二次张拉则借助支撑架辅助完成,待张拉产生缝隙后,通过旋转螺母补偿锚索在首次张拉时的回缩损失。在试验过程中,采用数字图像相关技术(Digital Image Correlation,DIC)技术研究了锚索静载拉伸过程中普通螺母和应力均布型锁具螺母的“荷载−位移”分布规律。现场实测和实验室实测发现矿用锚索在张拉过程中预紧力损失约为35%,高预紧力应力均布型锚索张拉过程中预紧力损失仅为10%,预紧力损失减少25%,应力均布型锁具螺母可缓解张拉过程中螺纹副的应力集中,提高锁具螺纹的承载能力。成果在朱集矿、潘二矿及丁集矿等深部巷道应用,对巷道围岩控制效果较好。

     

    Abstract: As one of the key parameters of roadway support, preload plays a decisive role in active support, and studies at home and abroad have shown that improving preload can effectively control roadway deformation and reduce the occurrence of roofing accidents. When the anchor cable is unloaded after the tensioning is completed, the retraction of the anchor cable leads to a large loss of preload, and the actual applied preload is much lower than the design value, and it is difficult to play the role of active support of the prestressed anchor cable. In order to reduce the loss of preload, a high preload stress uniform anchor cable was developed, and the components included high preload stress uniform locks, steel strands, pallets, support frames and other components. The high preload stress evenly distributed anchor cable can reduce the retraction of the anchor cable caused by the lock clamp and the retraction of the anchor cable caused by the damage and deformation of the surrounding rock, and reduce the loss of preload during the tensioning process. Its installation process is the preload of the rotating nut after the secondary tensioning, the first tensioning is exactly the same as the traditional anchor cable tensioning process, the secondary tensioning is realized by the support frame assistance, the nut is rotated after the gap is stretched, and the anchor cable is retracted when the anchor cable is stretched for the first time. In the process of the test, Digital Image Correlation (DIC) technology was used to study the “load-displacement” distribution law of the ordinary nut and the stress-uniformly distributed lock nut during the static load tensile process of the anchor cable.The field measurement and laboratory measurement show that the preload loss of the mine anchor cable is about 35% in the tensioning process, the preload loss of the high preload stress uniform load-bearing anchor cable during the tensioning process is only 10%, and the preload loss is reduced by 25%, and the stress uniformly distributed lock nut can alleviate the stress concentration of the thread pair in the tensile process and improve the bearing capacity of the lock thread. The research results have been applied in deep roadways such as Zhuji Mine, Paner Mine and Dingji Mine, and the control effect on the surrounding rock of the roadway is good.

     

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