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

Method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in double-arch tunnel

A technology of simultaneous construction and double arches, used in tunnels, earth-moving drilling, mining equipment, etc., can solve the problems of surrounding environment, large traffic impact, large construction interference, inability to achieve separate or small clear distance tunnels, etc. Achieve the effect of reducing construction interference, simplifying construction organization, and shortening construction period

Pending Publication Date: 2021-03-26
CHINA RAILWAY 18TH BUREAU GRP CO LTD +1
View PDF4 Cites 2 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Therefore, the construction of subsea tunnels inside and outside the island to connect the urban road hubs on the island and the traffic outside the island has obvious advantages in ensuring driving safety, shortening the driving distance, and avoiding disasters. , linear extension, wiring at both ends, and the thickness of the middle rock pillar, etc., it is impossible to achieve a separate or small clearance tunnel; in addition, the open-cut method has a great impact on the surrounding environment and traffic. Explosion is a difficult point, and external factors greatly interfere with construction

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
  • Method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in double-arch tunnel
  • Method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in double-arch tunnel
  • Method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in double-arch tunnel

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0024] The side wall of the multi-arch tunnel is used first, and a transverse passage is opened in the side wall to the middle pilot tunnel, so as to realize the simultaneous construction of the middle pilot tunnel excavation and the middle partition wall lining of the ultra-shallow buried super-large cross-section double-arch tunnel, and the ultra-shallow buried near the sea under complex conditions Research based on the construction of super-large cross-section double-arch tunnel.

[0025] The land section of a subsea tunnel crosses the main road of the city, consisting of a small clear distance tunnel, a 160m double-arch tunnel (ultra-shallow buried 5.922-13.386m), a super-large section-nine lanes (excavation height 15.1m, and a central pilot tunnel located in the main 6m below the cave vault, with a total span of 45.73m, including a pilot tunnel of 559.05m 2 ), variable cross-section (four times), asymmetrical, underpassing the main road of the city, and the underground in...

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 discloses a method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in a double-arch tunnel. The method includes the steps that step (1) double-arch tunnel underground excavation construction enters a C ramp from an inclined shaft to an open excavation section bifurcation part, downwards penetrates through a deep foundation pit open excavation section to the end part of a double-arch tunnel section through a 5# channel, and additionally opens a 2# transverse channel, and according to the principle from near to far and from top to bottom, 2# transverse channel excavation and double-arch underground excavation tunnel entering construction are sequentially conducted in a stepped and sub-pilot tunnel mode; step (2) the double-arch tunnel excavation is conducted in sequence according to the principle from near to far and from a high place to a low place; step (3) a double-arch 1# tunnel is used as a main transportation channel for advanced construction, a 3-1 transverse channel is excavated obliquely downwards into a double-arch 0# tunnel, a tunnel section mid-partition wall is constructed, and then a double-arch 3# tunnel is excavated;and step (4) the double-arch 1# tunnel continues to be excavated in advance, a 3-2 transverse channel is excavated, and the double-arch 0# tunnel is excavated. According to the method for synchronously constructing pilot tunnel excavation and mid-partition wall lining in the double-arch tunnel, synchronous construction of main tunnels and middle pilot tunnels in the two sides of the double-arch tunnel is achieved, and the construction period is greatly shortened.

Description

technical field [0001] The invention relates to the technical field of tunnel construction, in particular to a method for synchronous construction of pilot tunnel excavation and intermediate partition wall lining in a double-arch tunnel. Background technique [0002] With the further development of the coastal areas, the population is getting denser and the cities are congested, especially in the island-type cities, there are only cross-sea bridges for traffic inside and outside the island, the traffic pressure is high, and they are greatly affected by disastrous weather. Therefore, the construction of subsea tunnels inside and outside the island to connect the urban road hubs on the island and the traffic outside the island has obvious advantages in ensuring driving safety, shortening the driving distance, and avoiding disasters. , linear extension, wiring at both ends, and the thickness of the middle rock pillar, etc., it is impossible to achieve a separate or small cleara...

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): E21D9/00E21D9/14
CPCE21D9/00E21D9/14
Inventor 高海东李刚郭彦兵赵涛张京京孙磊林植超宋发雄高鹏郑涛王军堂张皓迪
Owner CHINA RAILWAY 18TH BUREAU GRP CO 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