Looking for breakthrough ideas for innovation challenges? Try Patsnap Eureka!

Foundation pit excavation supporting structure on near end well shield tunnel and construction method of foundation pit excavation supporting structure

A technology for shield tunneling and supporting structures, which is applied in basic structure engineering, excavation, construction, etc., can solve the problems of construction difficulties and large gaps in longitudinal restraint stiffness of shield tunnels, so as to reduce construction risks, simplify construction procedures, reduce The effect of bulge deformation

Active Publication Date: 2012-12-26
POWERCHINA HUADONG ENG COPORATION LTD
View PDF4 Cites 17 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The excavation of the foundation pit will cause the shield tunnel under the foundation pit to bulge upward and deform. In actual engineering, in order to ensure the normal operation of the shield tunnel, the deformation requirements for the shield tunnel are very strict. The final absolute displacement of the structure cannot exceed 20mm, the curvature radius of the deformation curve is not less than 15000m, and the relative bending is not greater than 1 / 2500, which poses a very big challenge to the engineering construction
Especially when the foundation pit is excavated on the shield tunnel near Duantoujing, the construction of this kind of project is particularly difficult due to the large difference in the longitudinal restraint stiffness of the shield tunnel

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • Foundation pit excavation supporting structure on near end well shield tunnel and construction method of foundation pit excavation supporting structure
  • Foundation pit excavation supporting structure on near end well shield tunnel and construction method of foundation pit excavation supporting structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment approach

[0025] The foundation pit construction method in this embodiment is based on the principle of variable stiffness and time-space effect, and proposes a complete construction method for the construction of foundation pits on the shield tunnel with strict deformation requirements at the near-end well, ensuring that the near-end The structural deformation of the well shield tunnel meets the current standards, which has a clear guiding significance for actual construction. The main implementation plan is as follows:

[0026] 1) Check out the engineering geology and existing structures. The existing structures mainly include the main body of the terminal well, the surrounding structure of the terminal well 1, the reinforcement area of ​​the terminal well 5, and the shield tunnel structure 2;

[0027] 2) Construction fence, after the site is leveled, reinforce the deep reinforcement area 4 and the top reinforcement area 7 in the pit. The reinforcement depth of the top reinforcement a...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention relates to a foundation pit excavation supporting structure on a near end well shield tunnel and a construction method of the foundation pit excavation supporting structure. The invention aims at providing the foundation pit excavation supporting structure on the near end well shield tunnel and the construction method of the foundation pit excavation supporting structure, the doming deformation of the foundation pit excavation is reduced, and the construction difficulty is reduced. The invention has the technical scheme that according to the foundation pit excavation supporting structure on the near end well shield tunnel and the construction method of the foundation pit excavation supporting structure, an M-shaped reinforcing structure is arranged on the shield tunnel under a planned excavation foundation fit region, the M-shaped reinforcing structure comprises deep layer reinforcing regions positioned between two sides of the tunnel as well as between the tunnels, the top ends of the two adjacent deep layer reinforcing regions are connected through top reinforcing regions above the shield tunnel, rest regions in the foundation range are superficial layer reinforcing regions, drilling cast-in-place piles are constructed in the deep layer reinforcing regions at intervals, the top surfaces of all reinforcing regions are integrally cast with bottom plates, and the edge of the foundation pit is provided with a circle of foundation pit surrounding and protecting structure. The foundation pit excavation supporting structure and the treatment method are applicable to urban underground space building and the node treatment of the near end well shield tunnel.

Description

technical field [0001] The invention relates to an excavation support structure and a construction method for an upper foundation pit excavation of a shield tunnel near the head shaft. It is suitable for the construction of urban underground space and the node processing of the shield tunnel near the head well. Background technique [0002] With the development of my country's urban construction and the increase of public transportation pressure, there will be more and more subway shield tunnels, and more and more new projects will be constructed on the shield tunnels that have been built. [0003] The excavation of the foundation pit will cause the shield tunnel under the foundation pit to bulge upward and deform. In actual engineering, in order to ensure the normal operation of the shield tunnel, the requirements for the deformation of the shield tunnel are very strict. The final absolute displacement of the structure cannot exceed 20mm, the curvature radius of the deform...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02
Inventor 彭加强刘世明许原骑章立峰卢慈荣
Owner POWERCHINA HUADONG ENG COPORATION LTD
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Patsnap Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Patsnap Eureka Blog
Learn More
PatSnap group products

Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.

© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com