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

Prestressed concrete steel pipe congruent pile and its manufacture and construction method

A technology of concrete steel pipes and concrete pipe piles, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve the problems of soaring manufacturing costs, poor horizontal bearing capacity, and no prestress, so as to reduce construction costs and resist bending The effect of increased rigidity and reduced steel consumption

Inactive Publication Date: 2007-02-14
胡柏英
View PDF1 Cites 34 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the prior art, prestressed concrete pipe piles are widely used in domestic pile foundations where the horizontal force has little effect on the pile body due to its abundant raw materials, low price and large axial bearing capacity. The load capacity is low, resulting in poor bearing capacity in the horizontal direction, and it is prone to fracture when bearing large horizontal loads (such as wind loads and earthquake loads).
[0003] In order to improve the bearing capacity of the pile foundation in the horizontal direction, a steel-structured I-shaped steel pile has been adopted in pile foundation engineering in recent years, which has strong bending resistance and can bear large horizontal loads, but due to The main raw material of the H-shaped steel pile is steel, and its manufacturing cost has soared significantly compared with the concrete pipe pile, so it cannot be widely used in various domestic construction projects
[0004] In order to improve the vertical and horizontal bearing capacity of prestressed concrete pipe piles, the existing patent application number: 200610010620.9 invented thick-walled prestressed concrete pipe piles, although the corresponding bearing capacity can be improved in theory, but because it uses The method of continuous centrifuge superimposing concrete in the "thin-wall" prestressed concrete pipe pile leads to large prestress on the outer part of the concrete on the entire cross section of the pipe pile, and close to the center, the superimposed concrete prestress is small or even has no prestress, so During the piling process, it is easy to break the unprestressed concrete part, and the pile body is heavy, which makes transportation and construction difficult

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
  • Prestressed concrete steel pipe congruent pile and its manufacture and construction method
  • Prestressed concrete steel pipe congruent pile and its manufacture and construction method
  • Prestressed concrete steel pipe congruent pile and its manufacture and construction method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0041] Such as Figure 1 to Figure 3 As shown, the prestressed concrete steel pipe composite pile includes: the finished prestressed concrete pipe pile 1, the permanent steel pipe 2 sleeved on its outside, and the end sealing parts 6 installed at both ends of the pile section; the steel pipe and the finished prestressed concrete pipe The piles are filled with grouting material 3; spud cans 4 are installed at the bottom of the whole pile.

[0042] The finished prestressed concrete pipe pile 1 is a pre-tensioned or post-tensioned prestressed concrete pipe pile, and its prestress value can be changed from the minimum value to zero according to the position of the pile section in the direction of the whole pile or according to the different construction stresses. Start adjusting upwards. The finished prestressed concrete pipe pile 1 adopts surfaces of different diameters, thicknesses and roughness levels, as well as concave and convex surfaces according to specific design require...

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

A method for preparing prestressed concrete steel-tube polypile includes sleeving steel-tube with large diameter over prestressed concrete tubular pile, using end sealing component to connect the two together and injecting grout materials into gap between the two, erecting pile shoe at bottom of said pilypile for pile sinking.

Description

technical field [0001] The present invention relates to a prestressed concrete composite pile structure and its manufacturing and construction method, especially to a kind of high bearing capacity, high hammer impact resistance and high penetrability suitable for impact pile sinking construction method engineering. Prestressed concrete steel pipe composite pile. Background technique [0002] In the prior art, prestressed concrete pipe piles are widely used in domestic pile foundations where the horizontal force has little effect on the pile body due to its abundant raw materials, low price and large axial bearing capacity. The low load leads to poor bearing capacity in the horizontal direction, and it is prone to fracture when bearing large horizontal loads (such as wind loads and earthquake loads). [0003] In order to improve the bearing capacity of the pile foundation in the horizontal direction, a steel-structured I-shaped steel pile has been adopted in pile foundation ...

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): E02D5/30E02D7/02E02D5/58
Inventor 胡柏英
Owner 胡柏英
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