[1]刘伟民,窦斌强,陈 智. FRP锚杆在石膏岩隧道中的支护效果研究[J].湖北工业大学学报,2023,(4):92-96.
　LIU Weimin,DOU Binqiang,CHEN Zhi. Study on Supporting Effect of FRP Bolt in Gypsum Rock Tunnel[J].,2023,(4):92-96.
点击复制

 FRP锚杆在石膏岩隧道中的支护效果研究()
分享到：

《湖北工业大学学报》[ISSN:1003-4684/CN:42-1752/Z]

卷:
期数:
2023年第4期
页码:
92-96
栏目:
湖北工业大学学报
出版日期:
2023-08-30

文章信息/Info

Title:
 Study on Supporting Effect of FRP Bolt in Gypsum Rock Tunnel
文章编号:
1003-4684(2023)04-0092-05
作者:
 刘伟民1;  窦斌强2;  陈 智1
 1 湖北工业大学土木建筑与环境学院， 湖北 武汉 430068；
 2 山西省交通规划勘察设计院有限公司， 山西 太原 030012
Author(s):
 LIU Weimin1;  DOU Binqiang2;  CHEN Zhi1
 1 School of Civil Engin.,Architecture and Environment,Hubei Univ.of Tech.，Wuhan 430068,China;
 2 Shanxi Province Communications Planning Surveying and Designing Institute Co., Ltd., Taiyuan 030012,China
关键词:
 ; 石膏岩;  FRP锚杆;  公路隧道;  支护效果
Keywords:
 ; gypsum rock;  FRP bolt;  highway tunnel;  supporting effect
分类号:
TU94
文献标志码:
A
摘要:
 当前穿越石膏层的隧道工程越来越多，因石膏岩具有遇水膨胀、腐蚀性等危害，传统钢锚杆支护效果不理想。FRP锚杆具有轻质高强、耐腐蚀、工艺性优良等特点，将其应用于石膏岩隧道中能够克服钢锚杆劣势。以某穿越石膏层公路隧道为依托，重点研究了FRP锚杆与传统锚杆在石膏岩隧道中的支护效果，从围岩变形、锚杆受力情况、塑性区分布、初期支护应力分布、岩体安全度等方面，对其支护效果进行对比。研究结果表明:在遇水膨胀的石膏岩中，FRP锚杆在控制围岩变形、改善塑性区分布、减少应力集中等方面优于传统锚杆，尤其是在长期运营条件下，耐腐蚀的FRP锚杆可代替传统钢锚杆作为新型支护材料应用于石膏层隧洞支护中。
Abstract:
 At present, there are more and more tunnel projects through gypsum layer, but the traditional steel bolt support effect is not ideal because gypsum rock has the harm of water swelling and corrosiveness. FRP bolt has the characteristics of light weight, high strength, corrosion resistance and excellent technology, and can overcome the disadvantages of steel bolt when it is used in gypsum rock tunnel. In this paper, based on a through the plaster layer of highway tunnel, the research is mainly focused on the traditional FRP bolt and anchor in the gypsum rock tunnel supporting effect, from the surrounding rock deformation, bolt stress distribution, plastic zone distribution, stress distribution, degree of safety of rock mass, the primary support, etc. Comparing the supporting effect, the research results show that in the expansion of the gypsum rock under the influence of water, FRP bolt is better than traditional bolt in controlling surrounding rock deformation, improving plastic zone distribution and reducing stress concentration. Especially in long-term operation conditions, corrosion-resistant FRP bolt can replace traditional steel bolt as a new supporting material for gypsum tunnel support.

参考文献/References:

[1] 万飞, 王华牢, 许崇帮. 石膏质岩隧道新置换衬砌结构受力特征研究[J]. 中国公路学报, 2020,33(12):262-272.
[2] 刘艳敏,余宏明,汪灿,等.白云岩层中硬石膏岩对隧道结构危害机制研究[J].岩土力学,2011,32(09):2704-2708.
[3] 郭震山,郑俊杰,崔岚,等.聚酯锚杆与传统锚杆的力学性能及支护效果比较分析[J].岩土工程学报,2015,37(S1):202-206.
[4] 陈志明.石膏质岩特殊性质对隧道结构稳定性影响及处治技术[J].公路,2020,65(07):336-342.
[5] 吴顺川,韩伟,陈钒,等.基于膨胀本构的石膏岩隧道衬砌缓冲层厚度优化研究[J].岩土力学,2018,39(04):1182-1190.
[6] 许崇帮,王华牢.杜公岭隧道工程地质特征及工程危害性分析[J].公路交通科技,2019,36(08):93-99.
[7] 李强,陈扬勇,李信臻,等.硬石膏岩膨胀特性试验及隧道抗膨胀衬砌设计[J].地下空间与工程学报,2019,15(03):850-855.
[8] 王洋,冯君,李珈瑶,等.FRP锚杆在岩土锚固中的研究进展[J].工程地质学报,2018,26(03):776-784.
[9] 肖红武.隧道玻璃纤维锚杆全断面预加固机理与应用[J].现代隧道技术,2019,56(05):163-169.
[10] 王志杰,杨宝,高靖遥,等.昔格达组地层大断面隧道掌子面玻璃纤维锚杆加固参数研究[J].现代隧道技术,2019,56(02):92-97.
[11] 李明,张庆彬,叶智威,等.GFRP锚杆与常规锚杆在隧道支护中的承载力对比试验[J].中外公路,2018,38(02):177-181.
[12] MATHIEU ROBERT, BRAHIM BENMOKRANE. Physical, mechanical, and durability characterization of preloaded gfrp reinforcing Bars[J]. Journal of Composites for Construction, 2010, 14(4): 368-375.
[13] SALVATORE RUSSO. Residual strength testing in pultruded FRP material under a variety of temperature cycles and values[J]. Composite Structures, 2015, 133: 458-475.
[14] 姜谙男,张权,许梦飞,等.基于Hoek-Brown准则的隧道围岩改进单元安全度分析[J].中国公路学报,2020,v.33;No.203(07):135-144.

相似文献/References:

[1]熊韧,曹海印,王焱清,等.非牛顿润滑静压轴承的节流器流量方程修正[J].湖北工业大学学报,2019,34(5):6.
　XIONG Ren,CAO Haiyin,WANG Yanqing,et al.Modified restrictor flow equations of hydrostatic bearings ubricated by non-Newtonian fluids[J].,2019,34(4):6.
[2]王照远,曹 民,王 毅,等. 场景与数据双驱动的隧道图像拼接方法[J].湖北工业大学学报,2020,(4):11.
　WANG Zhaoyuan,CAO Min,WANG Yi,et al. Tunnel Image Stitching Method based on Scene and Data[J].,2020,(4):11.
[3]潘 健,梁佳成,陈凤娇,等. 单电流闭环多重PR控制的LCL型逆变器[J].湖北工业大学学报,2020,(4):16.
　PAN Jian,LIANG Jiacheng,CHEN Fengjiao,et al. Design of LCL Grid Connected Inverter based on Single Closed Loop Control and Multiple PR Controllers[J].,2020,(4):16.
[4]王晓光,赵 萌,文益雪,等. 定子闭口槽结构对永磁电机齿槽转矩影响分析[J].湖北工业大学学报,2020,(4):25.
　WANG Xiaoguang,ZHAO Meng,WEN Yixue,et al. Study on Cogging Torque and Vibration Noise of Permanent Magnet Motor with Segmental Stator and Closed-Slot[J].,2020,(4):25.
[5]宇 卫,凃玲英,陈 健. 风电场集中接入对集电线电流保护的影响[J].湖北工业大学学报,2020,(4):29.
　YU Wei,TU Lingying,CHEN Jian. Effect of the Collective Line Current Protection when Wind Farms are Centralized Accessed to the Power System[J].,2020,(4):29.
[6]廖政斌,王泽飞,祝 珊. 二惯量系统谐振在线抑制及相位补偿[J].湖北工业大学学报,2020,(4):34.
　LIAO Zhengbin,WANG Zefei,ZHU Shan. Online Resonance Suppression and Phase Compensation for Double Inertia System[J].,2020,(4):34.
[7]王 欣,游 颖,姜天翔,等. 面向3D打印过程的产品工艺设计和优化[J].湖北工业大学学报,2020,(4):39.
　WANG Xin,YOU Ying,JIANG Tianxiang,et al. Product Process Design and Optimization for 3D Printing Processes[J].,2020,(4):39.
[8]冉晶晶,文 红,罗雅梅,等. 全自动样品前处理平台及其控制系统[J].湖北工业大学学报,2020,(4):43.
　RAN Jingjing,WEN Hong,LUO Yamei,et al. Research on Automatic Sample Preprocessing Platform and its Control System[J].,2020,(4):43.
[9]杨 磊,马志艳,石 敏,等. 基于模糊PID的小型冷库过热度控制方法[J].湖北工业大学学报,2020,(4):43.
　YANG Lei,MA Zhiyan,SHI Min,et al. Research on Superheat Control Method of Small Cold Storage based on Fuzzy PID[J].,2020,(4):43.
[10]黄 晶,周细枝,周业望. 动态注塑成型模具的设计与实验研究[J].湖北工业大学学报,2020,(4):52.
　HUANG Jing,ZHOU Xizhi,ZHOU Yewang. Design and Experimental Study of Dynamic Injection Molding[J].,2020,(4):52.

备注/Memo

备注/Memo:
 ［收稿日期］ 2021-12-02
［基金项目］ 国家自然科学基金（51808203）
［第一作者］ 刘伟民（1996 -），男，山东淄博人，湖北工业大学硕士研究生，研究方向为岩土力学。
［通信作者］ 陈 智（1988-），男， 湖北黄冈人，湖北工业大学副教授，研究方向为岩土力学。
更新日期/Last Update: 2023-08-26