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

Prefabricated pretensioned prestressed underground continuous wall and construction method thereof

An underground diaphragm wall and prestressing technology, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve the problems that cannot be directly used as basement exterior walls, the flatness of walls is difficult to control, and irregular water seepage on walls, etc., to achieve Good use value and promotion value, convenient transportation and hoisting, and the effect of reducing deflection and controlling cracks

Pending Publication Date: 2016-08-31
SHANGHAI MUNICIPAL ENG DESIGN INST GRP
View PDF0 Cites 2 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] There are many problems in the conventional underground diaphragm wall (hereinafter referred to as the ground connection wall). For example, it is easy to cause irregular water seepage on the wall surface, the flatness of the wall surface is difficult to control, and the joints of the two ground connection walls are prone to water seepage, so they cannot be directly used as the basement exterior wall. , higher engineering costs, etc.

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
  • Prefabricated pretensioned prestressed underground continuous wall and construction method thereof
  • Prefabricated pretensioned prestressed underground continuous wall and construction method thereof
  • Prefabricated pretensioned prestressed underground continuous wall and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0037] The prefabricated pretensioned prestressed underground diaphragm wall and its construction method of the present invention will be further described below in conjunction with the accompanying drawings.

[0038] The design idea of ​​the prefabricated pre-tensioned prestressed ground connection wall of the present invention is to apply pretensioning method prestress to the ground connection wall, apply prestress to the area with large tension, and not apply prestress to the area with small tension or compression. Before the reinforcement is prestressed, the reinforcement cage is placed flat on a special site and the formwork is used to support the mold, while the pre-tensioned reinforcement and the embedded casing are fixed on the reinforcement cage, and the outer surface of the embedded casing can be coated with lubricating materials for convenience. take out. Perform prestressed stretching of the pre-tensioned steel bars between the pre-embedded sleeves arranged opposit...

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 prefabricated pretensioned prestressed underground continuous wall and a construction method thereof. A pretensioned reinforcement is arranged in an underground continuous wall component by full length but not tensioned by full length; and prestress is only applied in a higher tension area, so that the underground continuous wall serving as an envelope enclosure facilitates to exert an advantageous prestress effect under complex support exchange working conditions of a support and a basement floor. Meanwhile, the prefabricated underground continuous wall component adopted by the prefabricated pretensioned prestressed underground continuous wall is assembled in situ, so that the labor cost is greatly reduced while materials are saved, the better construction quality and speed are obtained with lower cost, such advantages as economy, simplicity and durability are achieved, and the application value and the popularization value are higher. The pretensioned prestress application can adopt a straight pulling mode, so that holes can be formed in the section of the underground continuous wall component to save the materials. In sum, the prefabricated pretensioned prestressed underground continuous wall has the advantages of high bearing capacity, high rigidity, high cracking resistance and low steel consumption and concrete consumption.

Description

technical field [0001] The invention relates to a prefabricated pre-tensioned prestressed underground diaphragm wall with high bearing capacity, high rigidity, strong crack resistance, less steel and less concrete, and a construction method thereof, which is especially suitable for the prefabricated underground diaphragm wall as foundation pit enclosure Tension treatment for protection and basement exterior walls. Background technique [0002] There are many problems in the conventional underground diaphragm wall (hereinafter referred to as the ground connection wall). For example, it is easy to cause irregular water seepage on the wall surface, the flatness of the wall surface is difficult to control, and the joints of the two ground connection walls are prone to water seepage, so they cannot be directly used as the basement exterior wall. , Higher engineering costs, etc. In comparison, the prefabricated prestressed underground diaphragm wall has the following advantages: ...

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): E02D5/20
CPCE02D5/20
Inventor 胡坚尉
Owner SHANGHAI MUNICIPAL ENG DESIGN INST GRP
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