[1]陈秦泷,王庆建,崔光耀.玉磨铁路隧道整体配套移动栈桥仰拱施工技术研究[J].高速铁路技术,2022,13(05):107-110.[doi:10.12098/j.issn.1674-8247.2022.05.021]
　CHEN Qinlong,WANG Qingjian,CUI Guangyao.Study on Construction Technology of Inverted Arch of Yuxi-Mohan Railway Tunnel by Using the Integrated Supporting Movable Trestle[J].HIGH SPEED RAILWAY TECHNOLOGY,2022,13(05):107-110.[doi:10.12098/j.issn.1674-8247.2022.05.021]
点击复制

玉磨铁路隧道整体配套移动栈桥仰拱施工技术研究()
分享到：

《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
13卷
期数:
2022年05期
页码:
107-110
栏目:
施工技术
出版日期:
2022-10-01

文章信息/Info

Title:
Study on Construction Technology of Inverted Arch of Yuxi-Mohan Railway Tunnel by Using the Integrated Supporting Movable Trestle
文章编号:
1674-8247(2022)05-0107-04
作者:
陈秦泷1; 王庆建2; 崔光耀1
(1. 北方工业大学， 北京 100144；2. 中铁隧道集团四处有限公司， 南宁530000)
Author(s):
CHEN Qinlong1; WANG Qingjian2; CUI Guangyao1
(1. North China University of Technology ，Beijing 100144 ，China； 2. China Railway Tunnel Group ，Nanning 530000 ，China)
关键词:
隧道工程;  仰拱施工;  新型栈桥;  结构稳定性
Keywords:
tunnel engineering; inverted arch construction; new trestle; structural stability
分类号:
U455.4
DOI:
10.12098/j.issn.1674-8247.2022.05.021
文献标志码:
A
摘要:
为进一步确保隧道施工关键步骤仰拱施作安全高效的进行，本文依托玉磨铁路隧道工程，提出一种 隧道整体配套移动栈桥仰拱施工新技术。研究结果表明：(1)该栈桥不仅有效解决了栈桥移动和施工工序相 互干扰的问题，还实现了仰拱的快速安全施工；(2)经过结构验算，栈桥主梁和横梁端板连接螺栓均满足强 度要求；(3)利用整体配套移动栈桥施作仰拱时模型定位精准便于浇筑，操作简单，节约人力物力，经济有效。 研究成果可为隧道仰拱安全施工提供新型技术支持。
Abstract:
In order to further ensure the safe and efficient construction of inverted arch，one of the key steps of tunnel construction，this paper，on the basis of Yuxi-Mohan Railway Tunnel Project，proposes a new technology for the construction of inverted arch by using the integrated supporting movable trestle. The results show that：(1) The trestle not only effectively solves the problem of mutual interference between trestle movement and construction process，but also realizes the rapid and safe construction of inverted arch.(2)The structural checking results verify that the connecting bolts of the main beam and cross beam end plate of the trestle meet the strength requirements. (3)When the integrated supporting movable trestle is used to construct the inverted arch，models can be accurately positioned，facilitating the pouring construction. This method is easy to operate，saves manpower and material resources，and is economical and effective. The research results can provide new technical support for the safe construction of tunnel inverted arch.

参考文献/References:

［1］ 田向斌， 董世全， 邱文韬， 等. 公路隧道涌水及仰拱裂缝处治研 究［J］. 公路， 2018， 63(10)： 166 - 169. TIAN Xiangbin， DONG Shiquan， QIU Wentao， et al. Research on Treatment of Water Gushing and Inverted Arch Cracks for Highway Tunnels［J］. Highway， 2018， 63(10)： 166 - 169.
［2］ 王德新. 隧道仰拱常见病害原因分析及处治措施探讨［J］. 四川 水泥， 2018(11)： 333. WANG Dexin. Cause analysis and Treatment Measures of Common Diseases of Tunnel Inverted Arch［J］. Sichuan Cement， 2018(11)： 333.
［3］ 魏强， 汪旵生. 高速铁路隧道仰拱隆起病害分析及整治方案［J］. 铁道建筑， 2020， 60(2)： 56 - 60. WEI Qiang， WANG Chansheng. Cause Analysis and Treatment Scheme of Inverted Arch Heave for High Speed Railway Tunnel［J］. Railway Engineering， 2020， 60(2)： 56 - 60.
［4］ 林毅， 王立军， 姜军. 郑万高铁隧道施工大型机械化配套及信息化 应用探索［J］. 隧道建设(中英文)， 2018， 38(8)： 1361 - 1370. LIN Yi， WANG Lijun， JIANG Jun. Discussion on Large-Scale Mechanized Matching and Its Informatied Application to Zhengzhou- Wanzhou High-Speed Railway Tunnel Construction［J］. Tunnel Construction， 2018， 38(8)： 1361 - 1370.
［5］ 薛君， 郝纯宗， 谭忠盛. 特长公路隧道机械化配套快速施工技术 研究［J］. 施工技术， 2018， 47(S1)： 605 - 608. XUE Jun， HAO Chunzong， TAN Zhongsheng. Research on Rapid Construction Technology with Mechanization Matching for Extra- Long Highway Tunnel［J］. Construction Technology， 2018， 47(S1)： 605 - 608.
［6］ 苏辉. 长仰拱栈桥在黄土隧道施工中的应用［J］. 隧道建设(中英 文)， 2017， 37(S2)： 192 - 197. SU Hui. Application of Long Trestle for Inverted Arch to Loess Tunnel Construction［J］. Tunnel Construction， 2017， 37(S2)： 192 - 197.
［7］ 杨建喜， 张进， 李世民， 等. 开敞式TBM 隧道仰拱衬砌同步施工 关键技术［J］. 隧道建设， 2017， 37(5)： 622 - 629. YANG Jianxi， ZHANG Jin， LI Shimin， et al. Key Technologies for Synchronous Construction of Inverted Arch Lining of Tunnel Bored by Open TBM［J］. Tunnel Construction， 2017， 37(5)： 622 - 629.
［8］ 张光明， 邓君， 吕虎. 隧道仰拱作业区快速施工技术［J］. 机电工 程技术， 2021， 50(7)： 179 - 180. ZHANG Guangming， DENG Jun， LV Hu. A Rapid Construction Technology of Tunnel Invert Operation Area［J］. Mechanical ＆ Electrical Engineering Technology， 2021， 50(7)： 179 - 180.
［9］ 王茂靖， 吴俊猛. 西南地区某隧道底鼓病害原因分析［J］. 高速 铁路技术， 2021， 12(4)： 29 - 33. WANG Maojing， WU Junmeng. Cause Analysis for Floor Bulg of a Tunnel in Southwest China［J］. High Speed Railway Technology， 2021， 12(4)： 29 - 33.
［10］ 汪平. 高铁隧道新型自行式仰拱栈桥施工技术［J］. 山东交通学 院学报， 2022， 30(1)： 59 - 66. WANG Ping. Construction Technology of a New Self-Propelled Inverted Arch Trestle in High-Speed Railway Tunnel［J］. Journal of Shandong Jiaotong University， 2022， 30(1)： 59 - 66.

相似文献/References:

[1]崔光耀,陈秦泷,王明胜,等.片理化玄武岩隧道大变形影响因素分析[J].高速铁路技术,2022,13(06):12.[doi:10.12098/j.issn.1674-8247.2022.06.003 ]
　CUI Guangyao,CHEN Qinlong,WANG Mingsheng,et al.On Impact Factors of Large Deformation of Tunnels in Schistose Basalt[J].HIGH SPEED RAILWAY TECHNOLOGY,2022,13(05):12.[doi:10.12098/j.issn.1674-8247.2022.06.003 ]
[2]刘朝钦.软弱地层超大矩形顶管盾构隧道开挖面稳定性研究[J].高速铁路技术,2022,13(06):36.[doi:10.12098/j.issn.1674-8247.2022.06.007 ]
　LIU Chaoqin.Study on Stability of Excavation Face of Super-large Rectangular Pipe-jacking Shield Tunnel in Soft Ground[J].HIGH SPEED RAILWAY TECHNOLOGY,2022,13(05):36.[doi:10.12098/j.issn.1674-8247.2022.06.007 ]
[3]叶 堃,丁浩江,岳志勤.玉京山隧道巨型溶洞地质特征与稳定性评价[J].高速铁路技术,2023,14(01):81.[doi:10.12098/j.issn.1674-8247.2023.01.015]
　YE Kun,DING Haojiang,YUE Zhiqin.Geological Characteristics and Stability Evaluation of Giant Karst Cave Affecting Yujingshan Tunnel[J].HIGH SPEED RAILWAY TECHNOLOGY,2023,14(05):81.[doi:10.12098/j.issn.1674-8247.2023.01.015]
[4]宿春亮.锦屏水电站辅助洞岩爆特征及防控技术研究[J].高速铁路技术,2023,14(02):75.[doi:10.12098/j.issn.1674-8247.2023.02.015]
　SU Chunliang.A Study on Rock Burst Characteristics and Prevention and Control Technology of Auxiliary Tunnel of Jinping Hydropower Station[J].HIGH SPEED RAILWAY TECHNOLOGY,2023,14(05):75.[doi:10.12098/j.issn.1674-8247.2023.02.015]
[5]崔光耀,韩驰,王明胜,等.高地应力软岩隧道大变形机制及控制技术研究综述[J].高速铁路技术,2023,14(04):13.[doi:10.12098/j.issn.1674-8247.2023.04.003]
　CUI Guangyao,HAN Chi,WANG Mingsheng,et al.Review of Mechanism of Large Deformation in Soft Rock Tunnels with High Geo-stress and Its Control Techniques[J].HIGH SPEED RAILWAY TECHNOLOGY,2023,14(05):13.[doi:10.12098/j.issn.1674-8247.2023.04.003]
[6]赵英伟.高烈度地震区倾斜隧道洞口段抗减震技术研究[J].高速铁路技术,2024,15(02):32.[doi:10.12098/j.issn.1674-8247.2024.02.006]
　ZHAO Yingwei.Study on Anti-seismic and Vibration Reduction Techniques for Inclined Tunnel Portal Sections in High Seismic Intensity Zones[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(05):32.[doi:10.12098/j.issn.1674-8247.2024.02.006]
[7]李准,吴炜,马文景,等.基于隧道三台阶铣挖定额施工组织模型的数据误差处理研究[J].高速铁路技术,2024,15(04):8.[doi:10.12098/j.issn.1674-8247.2024.04.002]
　LI Zhun,WU Wei,MA Wenjing,et al.Study on Data Error Handling for Construction Organization Model Based on the Quota of Three-bench Cutting Excavation Method for Tunnels[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(05):8.[doi:10.12098/j.issn.1674-8247.2024.04.002]
[8]何子阳,庄永香,郭艳军,等.强震区浅埋偏压隧道洞口段减震层减震效果分析[J].高速铁路技术,2024,15(04):56.[doi:10.12098/j.issn.1674-8247.2024.04.011]
　HE Ziyang,ZHUANG Yongxiang,GUO Yanjun,et al.Analysis on the Seismic Response Reduction of Shock Absorption Layer in the Shallow and Unsymmetrical Pressure Section of Tunnel Portal in Strong Earthquake Area[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(05):56.[doi:10.12098/j.issn.1674-8247.2024.04.011]

备注/Memo

备注/Memo:
收稿日期：2022 -04 -14
作者简介：陈秦泷(1999 -)，男，在读硕士研究生。
基金项目：国家自然科学基金(52178378)；中国铁路昆明局有限公司科技项目(K17 G43)
更新日期/Last Update: 2022-10-01