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隧道建设(中英文) ›› 2024, Vol. 44 ›› Issue (1): 181-188.DOI: 10.3973/j.issn.2096-4498.2024.01.017

• 施工技术 • 上一篇    下一篇

深中通道沉管隧道碎石整平精度控制技术研究

夏丰勇1, 孙世鹏2, 3, 姚典4, 池明华2, 3, 邓斌5   

  1. 1. 深中通道管理中心, 广东 中山 528400 2. 广州打捞局, 广东 广州 510260; 3. 广东省海洋工程施工与水上应急救援工程技术研究中心, 广东 广州 510260; 4. 中船华南船舶机械有限公司, 广西 梧州 543001; 5. 中交公路规划设计院有限公司, 北京 100088)

  • 出版日期:2024-01-20 发布日期:2024-02-04
  • 作者简介:夏丰勇(1987—),男,湖北孝感人,2015年毕业于长安大学,桥梁与隧道工程专业,博士,高级工程师,现主要从事隧道与桥梁工程建设及研究工作。Email: 331828973@qq.com。

Precision Control Technology for Gravel Foundation Leveling in Immersed Tunnel of ShenzhenZhongshan Link

XIA Fengyong1, SUN Shipeng2, 3, YAO Dian4, CHI Minghua2, 3, DENG Bin5   

  1. (1. Shenzhen Zhongshan Link Administration Center, Zhongshan 528400, Guangdong, China; 2. Guangzhou Salvage  

    Bureau, Guangzhou 510260, Guangdong, China; 3. Engineering Technology Research Center of Ocean Engineering  

    and Water Emergency Rescue, Guangzhou 510260, Guangdong, China; 4. South China Marine Machinery

    Co., Ltd.,  Wuzhou 543001, Guangxi, China; 5. CCCC Highway Consultants Co., Ltd., Beijing 100088, China)

  • Online:2024-01-20 Published:2024-02-04

摘要:

为了提高外海沉管隧道的基础处理精度与承载能力、减小沉管隧道的不均匀沉降,依托深中通道沉管隧道工程,介绍船架分离式整平船水下整平系统的组成、工作原理和适用条件,并分析影响整平精度的2个因素,即料斗口高程变化和料斗内碎石料高度控制;同时,结合ANSYS数值计算方法,分析水下大、小车轨道在自重情况下的变形,以及基架在不同工况组合下的变形,由此提出碎石整平系统精度控制技术,并采用接近式料位传感系统,实现料斗总成内碎石料位高度持续、实时监控和多点监测。该水下碎石整平系统精度控制技术在深中通道沉管隧道E32E24管节碎石基础铺设中成功应用,其整平平均偏差为153 mm,可满足±40 mm的偏差设计要求,实现了设计要求的基础铺设精度控制目标。

关键词: 深中通道, 沉管隧道, 碎石基础铺设, 水下碎石整平系统, 整平精度, 高程控制, 高度监控

Abstract: The uneven settlement of an immersed tunnel can be reduced by improving the foundation treatment precision and bearing capacity of an offshore immersed tunnel. In this study, the underwater leveling system of a shipframe separationtype leveling ship used in the immersed tunnel of the ShenzhenZhongshan link is introduced in terms of the system composition, working principle, and applicable conditions. The two factors affecting the leveling precision are the elevation changes of the hopper mouth and the height control of gravel material in the hopper during underwater construction. Moreover, the precision control technology of a gravel leveling system that controls the foundation deformation induced by rails under selfweight and various combinations of base frame is proposed based on the ANSYS numerical calculation method. In addition, a sensor system is employed for continuous realtime and multipoint monitoring of the gravel height in the hopper. The proposed underwater gravel leveling system has been successfully applied in the laying and leveling of the gravel foundations in the E32E24 immersed tunnel pipes of the ShenzhenZhongshan link. The average deviation of foundation leveling was 15.3 mm, which is within the design requirements of a deviation of ±40 mm. Thus, foundation laying precision can be improved by applying a shipframe separationtype leveling ship.

Key words: Shenzhenzhongshan link, immersed tunnel, gravel foundation laying, underwater gravel leveling system, leveling precision, elevation control, height monitoring