Construction method for splicing duct pieces in shield idling manner

A shield tunneling and segment technology, which is used in wellbore lining, tunnel lining, underground chambers, etc., can solve the problems of tool wear, difficult to guarantee construction period, and difficult tunneling, and achieves prevention of floating, good economic and social benefits. , Improve the effect of construction progress

Inactive Publication Date: 2019-08-02
周霄
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] Due to the complex geological conditions in our country, there are tunnels that are soft at the top and hard at the bottom, or a tunnel has both hard rock and soft rock. When the shield machine is working in such a stratum, there are problems such as tunneling difficulties, severe tool wear, and difficulty in guaranteeing the construction period.

Method used

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  • Construction method for splicing duct pieces in shield idling manner
  • Construction method for splicing duct pieces in shield idling manner
  • Construction method for splicing duct pieces in shield idling manner

Examples

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Embodiment

[0094] The Hangzhou-Lin’an intercity railway project uses a segment tunnel with a diameter of 6700mm, and the diameter of the cutter head of the shield machine is 7000mm. Due to the complex geological conditions of the Hangzhou-Lin’an underground tunnel, the frequency of shield tunnel tool change in hard rock areas is high, and the tool change operation takes a long time. long, affecting the normal excavation of the shield. Constrained by the construction period, the SGHL-4-1 tender section adopted the mining method for excavation for the first time and the initial support of the construction, and the optimized construction period of the scheme of shield tunneling and segmenting through the mining method tunnel. It has been proved by practice that the construction period can be greatly advanced.

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Abstract

The invention discloses a construction method for splicing duct pieces in shield idling manner. The method comprises the following steps of: respectively dividing shield and mining method constructionlengths according to the length of a shield remaining segment, while a shield machine continues the forward tunneling, carrying out opposite mining method excavation from a hoisting-out well to the direction of the shield machine, enabling an excavation section to be larger than a cutterhead of the shield machine, and strengthening primary supporting measures; after mining method excavation is completed according to task division, blocking a joint end wall, and constructing a shield tunneling guide table in a mining method section; and after the shield tunneling machine reaches the end wall and walks into the guide table, conducting segment splicing in an idling mode to pass through the mining method tunnel, and meanwhile conducting segment back backfilling and grouting till the shield tunneling machine reaches the hoisting-out well. The method is suitable for long and large shield tunnels of which the shield segment receiving ends are high in rock strength and have more developed rock cracks and which are complex in geological condition, thus need construction period optimization or need to be connected with a shield machine and are suitable for mining construction, the construction progress can be greatly improved, and good economic benefits and social benefits are achieved.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction, relates to subway construction, and in particular relates to a construction method for shield tunneling by empty pushing and joining segments. Background technique [0002] With the continuous development of the economy, my country's urban subway and intercity rail transit projects are developing rapidly. The construction of urban underground tunnels mostly uses the shield method and the underground excavation method, and the shield method construction is characterized by its strong adaptability to the stratum and safety High, fast construction and other characteristics gradually replace the traditional underground excavation method. [0003] Due to the complex geological conditions in our country, there are tunnels that are soft at the top and hard at the bottom, or a tunnel has both hard rock and soft rock. When the shield machine is working in such a stratum, there are problems such...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/08E21D11/08
CPCE21D9/0607E21D9/08E21D11/08
Inventor 周霄陆跃王明陈铁云陈裕周
Owner 周霄
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