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预紧扭矩对锚杆拉伸工况影响实验研究

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锚杆安装预紧状态对其后续服役工况有重要影响.依托自主研发的锚杆力学性能综合试验台,以托盘垂直于杆体安装为例,对真实锚杆系统施加不同的预紧扭矩,测试安装预紧、轴向拉伸等静载阶段锚杆的力学响应特征,揭示杆体受力的转化机制,阐释安装工况对锚杆后续工况的影响规律.试验发现,杆体预紧力与预紧扭矩呈线性关系,杆体扭矩与预紧扭矩呈非线性关系.轴向拉伸阶段杆体扭矩持续降低,尤其以杆体弹性阶段、屈服阶段降幅最为明显,杆体强化阶段扭矩大致保持恒定.拉扭组合状态杆体的极限承载值降低,相当于杆材强度的89.65%~93%.预紧扭矩对杆体极限承载值几乎没有影响,但预紧扭矩的增加会导致极限承载点的杆体伸长量不断减小.其中,预紧扭矩450 N·m时杆体延伸率较杆材降低2.2个百分点.对比各预紧扭矩方案的结果确定预紧扭矩的合理值为350 N·m.力学分析发现,杆体残余扭矩产生的切应力是其承载能力及延伸率降低的主要原因,建议采用张拉预紧方式安装锚杆,以消除螺纹预紧摩擦产生的不利影响.
Experimental study on the effect of pre-tensioning torque on tensile performance of rockbolts
The pre-tightening state of rockbolt has a significant effect on its subsequent performance.Using a self-developed comprehensive experimental platform to assess the mechanical performance of rockbolts,taking the installation of the tray perpendicular to the bolt as an example,varying pre-tighte-ning torques are applied to the rockbolt system to compare the mechanical response during stages of pre-tightening installation and axial tension.The transformation mechanism of axial force on the bolt is re-vealed,and the influence of initial installation on the subsequent performance is explained as well.The experimental results show that there is a linear relationship between the pre-tightening force of bolt and pre-tightening torque,and a nonlinear relationship between the residual torque and pre-tightening torque.During axial tension stage,the residual torque of rockbolts continuously decreases,especially in the elas-tic and yield stages,where the reduction is most significant;while in the strengthening stage,the torque remains roughly constant.The ultimate bearing capacity of bolts decreases in the combined tension-torsion state,equivalent to 89.65%-93%of rockbolts material strength.Although the pre-tightening torque has almost no effect on the ultimate bearing capacity of rockbolts,its increase leads to a conti-nuous decrease in the elongation of the rockbotls at the ultimate bearing point.Notably,at a pre-tighte-ning torque of 450 N·m,the elongation rate of rockbolts decreases by 2.2 percentage points compared to the base material.Compared the results of different testing schemes,a reasonable value for pre-tightening torque is determined to be 350 N·m.Mechanical analysis shows that the shear stress generated by the re-sidual torque is the main reason for the reduction in its bearing capacity and elongation.It is recommen-ded to pre tighten rockbolts to eliminate the adverse effects caused by pre-tightening friction at rockbolts tail threads.

rockboltpre-tightening torquepre-tightening forceresidual torquecombined loading

娄金福、董双勇、杨景贺、原贵阳、刘文举、吴志刚

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中煤科工开采研究院有限公司,北京 100013

煤炭智能开采与岩层控制全国重点实验室,北京 100013

锚杆 预紧扭矩 预紧力 残余扭矩 组合受力

国家自然科学基金项目国家自然科学基金项目开采研究院科技创新基金项目开采研究院科技创新基金项目

5227412352274085TDKC-2022-MS-01TDKC-2022-QN-02

2024

采矿与安全工程学报
中国矿业大学 中国煤炭工业劳动保护科学技术学会

采矿与安全工程学报

CSTPCD北大核心
影响因子:2.054
ISSN:1673-3363
年,卷(期):2024.41(4)
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