江阴靖江长江隧道工作井侧墙抗裂防渗研究与应用

王峻; 李明; 王育江; 田倩; 李世龙; 李敏

doi:10.3973/j.issn.2096-4498.2022.09.002

隧道建设 >

2022 , Vol. 42 >Issue 9: 1514 - 1520

DOI: https://doi.org/10.3973/j.issn.2096-4498.2022.09.002

研究与探索

江阴靖江长江隧道工作井侧墙抗裂防渗研究与应用

王峻 ,
李明 ,
王育江 ,
田倩 ,
李世龙 ,
李敏

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（1. 江苏省交通工程建设局，江苏南京 210004； 2. 江苏省建筑科学研究院有限公司高性能土木工程材料国家重点实验室，江苏南京 210008； 3. 东南大学材料科学与工程学院，江苏南京 211189；4. 中铁十四局集团有限公司，山东济南 250101； 5. 中铁十四局集团大盾构工程有限公司，江苏南京 211800 ）

王峻（1973—），男，江苏姜堰人，1994年毕业于东南大学，道桥专业，硕士，正高级工程师，现从事桥隧工程管理工作。Email： 1523700598@qq.com。

网络出版日期: 2022-10-10

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Research and Application of Anticracking and Seepage Prevention Approaches for a Working Shaft Sidewall Concrete in Yangtze River Tunnel in Jiangyin, Jingjiang, China

WANG Jun ,
LI Ming ,
WANG Yujiang ,
TIAN Qian ,
LI Shilong ,
LI Min

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(1.Jiangsu Transportation Engineering Construction Bureau,Nanjing 210004,Jiangsu,China;2.State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Research Institute of Building Science Co.,Ltd.,Nanjing 210008,Jiangsu,China;3.College of Materials Science and Engineering,Southeast University,Nanjing 211189,Jiangsu,China;4. China Railway 14th Bureau Group Co.,Ltd.,Jinan 250101,Shandong,China;5.China Railway 14th Bureau Group Mega Shield Construction Engineering Co.,Ltd.,Nanjing 211800,Jiangsu,China)

Online published: 2022-10-10

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摘要

为解决工作井侧墙混凝土收缩开裂及侧墙顶部与环框梁结合部位不密实而引起的渗漏问题，首先，采用考虑材料、结构、环境、施工等多因素耦合机制模型，[JP2]量化评估混凝土开裂风险，提出抗裂性控制指标；然后，通过综合运用黏度调控、水化历程与膨胀历程双重调控技术，实现了工作井侧墙中低胶材混凝土自密实性能与抗裂性能协同；最后，结合入模温度控制、冷却水管、控制布料间距与浇筑速率以及保温保湿养护等工艺措施，提出了超长大体积、分步浇筑的工作井侧墙抗裂防渗成套技术方案。工程应用结果表明，工作井侧墙与环框梁结合密实，单边最大长度为53.6 m、一次性浇筑累计长度达120 m、厚1.5 m的工作井侧墙未出现裂缝及渗漏。

关键词： 盾构隧道; 工作井侧墙; 抗裂防渗; 自密实混凝土; 裂缝控制

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王峻 , 李明 , 王育江 , 田倩 , 李世龙 , 李敏 . 江阴靖江长江隧道工作井侧墙抗裂防渗研究与应用[J]. 隧道建设, 2022 , 42(9) : 1514 -1520 . DOI: 10.3973/j.issn.2096-4498.2022.09.002

Abstract

A multifield coupling mechanism model that simultaneously considers materials, structure, environment, and construction factors is adopted to quantitatively evaluate the cracking risks of sidewall concrete and prevent leakages caused by the shrinkage cracking of working shaft sidewall concrete and the uncompacted combination between sidewalls and a ring frame beam. Then, anticracking control indices are proposed. second, Investigations reveal that the selfcompacting and anticracking performances of sidewall concrete with medium and low cementitious materials are well realized by adopting control technologies of viscosity and double regulation on hydration and expansion history of the concrete. Finally, the construction measures, including controlling mold temperature using a cooling water pipe, optimizing the pouring spacing and rate, insulation and moisture curing, a complete technical scheme of anticracking and seepage prevention of the working shaft sidewall concrete with large volume, and stepwise casting, are proposed. the engineering application results show that: The sidewall concrete is tightly connected with a ring frame beam, no crack and leakage appears in the working shaft sidewall with a maximum length of 53.6 m, and the cumulative onetime pouring length and thickness of 120 and 1.5 m, respectively.

Key words： shield tunnel; working shaft sidewall; anticracking and seepage prevention; selfcompact concrete; crack control

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