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

Construction method of integrated pipe trench in soft soil

A technology of comprehensive pipe trenches and construction methods, applied in the field of geotechnical engineering, can solve the problems of uneven settlement of comprehensive pipe trenches, damage to the main structure of pipe trenches, and influence on road use, etc. low cost effect

Active Publication Date: 2015-09-09
CCFEB CIVIL ENG
View PDF6 Cites 9 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The invention provides a construction method for a comprehensive pipe ditch in soft soil to solve the problem that the comprehensive pipe ditch is easy to settle unevenly when constructing a comprehensive pipe ditch on soft soil, thereby causing damage to the main structure of the pipe ditch and causing cracks in the road. Technical problems that affect the use of roads and cause danger to driving

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
  • Construction method of integrated pipe trench in soft soil
  • Construction method of integrated pipe trench in soft soil
  • Construction method of integrated pipe trench in soft soil

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0042] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, but the present invention can be implemented in many different ways defined and covered by the claims.

[0043] Such as figure 1 and figure 2 As shown, the preferred embodiment of the present invention provides a kind of construction method of comprehensive pipe ditch in soft ground, and this method comprises the following steps:

[0044] S1: According to the design height of the foundation pit, the multi-level stepped foundation pit 1 and the bottom of the foundation pit 2 connected to the lowest level stepped foundation pit 1 are sequentially excavated by adopting the method of multi-level stepped grading excavation;

[0045] Specifically, according to the design height of the foundation pit, the method of multi-level stepped grading excavation is adopted. Firstly, the highest step foundation pit 1 is dug out, and then the second step foundation pi...

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 construction method of an integrated pipe trench in soft soil. The construction method comprises step 1, digging out a multistage stepped foundation pit and a foundation pit bottom; step 2, digging out a drainage ditch at the top of a site located on each side of the foundation pit; step 3, laying a first geogrid layer at the foundation pit bottom so as to enable the first geogrid layer to cover the first stage of stepped foundation pit to reserve a space; step 4, performing construction on an integrated pipe body; step 5, backfilling the first stage of stepped foundation pit and enabling the reserved space portion to reversely wrap a soil body to be fixed on the integrated pipe body; step 6, laying a second geogrid layer on the second stage of stepped foundation pit so as to enable two ends of the second geogrid layer to be fixed on the integrated pipe body and the second stage of stepped foundation pit respectively to reserve a space, backfilling the second stage of stepped foundation pit and enabling the reserved space portion to reversely wrap the soil body to be fixed on the integrated pipe body; step 7, filling the stepped foundation pit according to the step 6; step 8, backfilling the stepped foundation pit located at the top of the integrated pipe body. According to the construction method of the integrated pipe trench in the soft soil, the shear bearing capacity of the foundation pit backfilling soil body can be improved, the settlement condition of the backfilling soil body is improved, and accordingly the settlement of the cross section tends to be uniform, the service life of a surface road is extended, the cost is low, and the process is convenient.

Description

technical field [0001] The invention relates to the field of geotechnical engineering, in particular to a construction method for a comprehensive pipe ditch in soft soil. Background technique [0002] Urban comprehensive pipe ditch (corridor), also known as common ditch, is a municipal public tunnel space built underground in the city, and municipal public pipelines such as power, communication, and water supply are laid in one structure according to planning requirements, and unified planning and design are implemented. , construction and management. [0003] With the rapid development of my country's economy and the continuous advancement of urbanization, due to the congestion of the traffic network and the dual requirements of urban land use, more and more coastal cities with economic strength are considering the construction of comprehensive pipelines to alleviate the contradictions of urban development. Coastal areas belong to typical regional marine soft soil geology, ...

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): E02D29/05
Inventor 谭博王鹏王述红徐海洋
Owner CCFEB CIVIL ENG
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