Bottom-expanding pile-forming method for immersed tube club-footed pile

A technology of bottom-expanding piles and sinking pipes, which is applied in sheet pile walls, buildings, and foundation structure engineering, and can solve problems such as potential safety hazards for construction personnel, discounted single pile bearing capacity, and small expansion angle of the base, and achieves a simple and advanced process method , Improve the bearing capacity of single pile and improve the effect of construction safety

Inactive Publication Date: 2008-08-13
王国奋
View PDF1 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004]1. Part of the soil in the pile body was excavated manually, the construction surface was too large, the workload of soil extraction increased significantly, and the efficiency was low;
[0005]2. Since there is no immersed tube as support for the bottom expansion equipment, the positioning is not accurate, the expansion angle of the base is too small, and the parameters in the bottom expansion process cannot be guaranteed, so that the pile The quality of the pile is not easy to control, and it is difficult to meet the design requirements, resulting in a greatly reduced bearing capacity of the single pile;
[0006]3. There are potential safety ha

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
  • Bottom-expanding pile-forming method for immersed tube club-footed pile
  • Bottom-expanding pile-forming method for immersed tube club-footed pile
  • Bottom-expanding pile-forming method for immersed tube club-footed pile

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0029]Embodiment one: a, the overall sinking tube with metal pile head is sunk to the hard soil layer of design elevation through soft soil layer; 0.5m 3 The dosage is 1-5 kg. After detonating the explosive, seal the mouth of the immersed tube. After the explosion of the explosive is completed, open the article that seals the mouth of the immersed tube; c. Take out the broken soil with an air suction device; d. Expand the bottom of the upper end of the device Through the positioning of the frame and the immersed tube, the lower positioning iron foot is aligned with the mark on the immersed tube mouth and lowered into the immersed tube. The positioning iron foot smoothly enters the positioning groove at the lower part of the immersed tube, and the upper end of the equipment is also firmly positioned. To expand the bottom, the bottom expansion is to first expand the bottom vertically and then expand the bottom horizontally, that is, when it rotates clockwise, it advances downwar...

Embodiment 2

[0030] Embodiment two: a, pass the whole immersed tube with metal pile head through soft soil and laminate to the hard soil layer of design level; b, take out the metal pile head, put into emulsified oil or ammonium antimony explosive from the immersed tube mouth 0.5m 3 The dosage is 1-5 kg, after detonating the explosive, seal the mouth of the immersed tube, and after the explosion of the explosive is completed, open the article that seals the mouth of the immersed tube; c, take out the broken soil with an air suction device; d, from the mouth of the immersed tube to Discrete objects are thrown down. The discrete objects are quicklime or talcum powder to facilitate soil absorption. Use bottom expansion equipment to expand the bottom and excavate the soil. When the diameter of the base is large, in order to prevent the accumulation of broken soil and increase the resistance of the cutter, use air suction equipment midway. After the second soil suction, continue to expand the b...

Embodiment 3

[0031] Embodiment three: the bottom expansion and pile-forming method of sinking pipe bottom expansion pile are as follows: a, the first joint sinking tube with metal pile head is pressed into the soil body, and the second joint sinking tube and the upper end of the first joint sinking tube are pressed into the soil body. Threaded connection, and then press the immersed tube to the hard soil layer at the design level; b. Take out the metal pile head, put emulsified oil or ammonium antimony explosive from the immersed tube mouth, every 0.5m 3 The dosage is 1-5 kg. After detonating the explosive, seal the mouth of the immersed tube. After the explosion of the explosive is completed, open the article that seals the mouth of the immersed tube; c. Take out the broken soil with an air suction device; d. Positioning the sinking tube on the tube on the sinking tube, the upper end of the device is also fixed after the device is fixed. The device is opened to expand the bottom. When the...

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 construction pile engineering and construction method, especially bottom expanding and pile forming method for sinking-pipe bottom expanded piles, comprising following steps: pressing the first segment of sinking tube into soil, connecting the second segment of tube with the thread on the top of the first segment of tube, pressing the sinking tube to hard soil of designed elevation; taking out the metal pile head, putting into emulsible oil or AN-TNT explosive through the sinking tube mouth, and removing the articles blocking the sinking tube mouth after explosion is completed; taking out the broken soil by using an air soil suction device; throwing away dispersed articles from the sinking tube mouth, digging soil to expand the bottom; taking out soil for the third time; disposing the steel bar into the base cavity and hammering same into hard soil, disposing the concrete into a long barrel, disposing the long barrel into the bottom of the sinking tube, sinking the prefab concrete pile body and anchoring same with the cement paste base which is poured on site is anchored integrally by inserted steel bars at the bottom of the pile body; pulling out the first segment of sinking tube and the second segment of sinking tube, pouring cement paste into the gap. Thereby, the pile is constructed. According to the invention, the expanded bottom has a regular geometric figure, soil is taken out cleanly, no granule soil is left, and efficiency thereof is high.

Description

[0001] This application is a divisional application with the application number: 200610047891.1, the application date: September 26, 2006, and the invention name: bottom expansion and pile forming method of sinking tube bottom expansion pile. technical field [0002] The invention relates to a building pile foundation engineering and a construction method, in particular to a method for expanding the bottom and forming piles of bottom-expanding piles with sinking tubes. Background technique [0003] It is well known that the quality of building foundation works plays a vital role in the influence of building quality, so each construction unit not only pays attention to the construction quality of above-ground buildings, but also pays more attention to the quality of foundation works. And invest in scientific research to tap the potential of the pile foundation project, so that it can improve the utilization rate of material strength on the premise of ensuring the quality of th...

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
IPC IPC(8): E02D5/50E02D5/44
Inventor 王国奋
Owner 王国奋
Who we serve
  • R&D Engineer
  • R&D Manager
  • IP Professional
Why Eureka
  • Industry Leading Data Capabilities
  • Powerful AI technology
  • Patent DNA Extraction
Social media
Try Eureka
PatSnap group products