首页|基于内置树脂预应力中空锚杆的隧道锚固支护技术研究

基于内置树脂预应力中空锚杆的隧道锚固支护技术研究

Tunnel Anchorage Support Based on Prestressed Hollow Bolt With Built-in Resin

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为解决软弱围岩隧道树脂锚杆施工工艺复杂、工效低的问题,在分析传统树脂锚杆局限性的基础上,针对性提出 2 种内置树脂预应力中空锚杆技术方案;采用工作原理分析、结构设计以及现场试验等方法,对其在软弱围岩中的适用性进行研究.研究结果表明:1)针对一般破碎围岩工况的内置树脂预应力中空锚杆安装合格率为 81.9%,高于传统树脂锚杆的 50%合格率;2)内置树脂预应力中空锚杆杆长为 3 m和 4 m的净作业时间分别为 4.62 min和 5.55 min;3)考虑台车进场准备时间等因素,内置树脂预应力中空锚杆杆长为 3 m和 4 m的综合作业时间分别有望控制在 6.0~6.5 min和 7.0~7.5 min;4)针对极破碎围岩以及预应力长锚杆工况的自进式内置树脂预应力中空锚杆能够实现"自进+预紧"的功能,对围岩进行及时支护,同时施工工效与普通自进式锚杆相当.
The construction of resin anchor bolts in soft surrounding rock tunnels is complex and inefficient.To address the limitations of traditional resin bolts,two technical schemes involving prestressed hollow bolts with built-in resin are proposed.Their applicability in soft surrounding rocks is examined via working principle analysis,structural design,and field testing.The results reveal the following:(1)Under normal broken surrounding rock conditions,the installation qualification rate of prestressed hollow bolts with built-in resin is 81.9%,significantly higher than that of traditional resin bolts(50%);(2)The net operation times for 3 m and 4 m prestressed hollow bolts with built-in resin are 4.62 min and 5.55 min,respectively;(3)Considering the preparation time for the trolley,the total operation time is controlled within 6-6.5 min and 7-7.5 min,respectively;(4)The self-drilling prestressed hollow bolt with built-in resin achieves self-drilling and pretightening for severely broken surrounding rocks through long prestressed bolts,enabling timely support of the surrounding rock.The construction efficiency of this type of bolt is comparable to that of traditional bolts.

railway tunnelbuilt-in resinprestressed hollow boltanchorage supportsoft surrounding rockself-drilling bolt

邹文浩、马伟斌、刘艳青、张金龙、郭小雄、安哲立、高红杰、徐浩田

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中国铁道科学研究院集团有限公司铁道建筑研究所,北京 100081

高速铁路轨道系统全国重点实验室,北京 100081

铁路隧道 内置树脂 预应力中空锚杆 锚固支护 软弱围岩 自进式锚杆

2024

隧道建设(中英文)
中铁隧道集团有限公司洛阳科学技术研究所

隧道建设(中英文)

CSTPCD北大核心
影响因子:0.785
ISSN:2096-4498
年,卷(期):2024.44(12)