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

Method for extracting construction engineering pile foundation

A construction engineering and pile foundation technology, applied in the field of civil engineering construction, can solve the problems of inability to drive in, secondary waste of resources, and difficult construction, and achieve the effects of reducing resistance, saving resources, and protecting the environment

Inactive Publication Date: 2014-01-01
CHANGSHU INSTITUTE OF TECHNOLOGY
View PDF16 Cites 7 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

And then as CN101736746A recommended "the construction method of vibrating sinking tube high-pressure grouting underpinning and pulling out piles" except there are aforementioned deficiencies, owing to needing to inject cement, fly ash and sand filling hole, thereby cause the secondary waste of resources; Pile removal by side-driving profiled steel decompression method, typical literature disclosure such as "drilled cast-in-situ pile reduction and removal method" introduced by invention patent application CN1482309A, this method is to drive profiled steel by vibrating hammer around the bored pile to be removed , because the steel is prone to deformation, the rigidity requirements for the steel are relatively strict. At the same time, the construction is difficult because the steel is required to be completely attached to the pile body, and it cannot be driven in once encountering an obstacle.

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

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0026] A) Pre-reconnaissance, consult the engineering design drawings and construction materials of the original building from the architectural archives management department, understand the condition of the pile foundation, and more specifically understand whether the pile foundation is a pile foundation formed by pouring concrete or a pure steel pile foundation, and understand the pile foundation. The length and diameter of the foundation, and the equipment configuration required for pulling out the piles are drawn up. In this embodiment, the pile foundation is a steel pile foundation with a circular cross-sectional shape. The diameter of the steel pile foundation is 50 cm, and the length is 5 m;

[0027] B) Equipment configuration, according to the equipment configuration required for pile pulling proposed in step A), equip geological drilling rig, high-pressure jet water pump, air compressor, jack and hoisting equipment to obtain a complete set of facilities for pile pullin...

Embodiment 2

[0035] Only change the pile foundation in step A) to a concrete pouring formed pile foundation with a diameter of 80cm and a length of 4m with a circular cross-sectional shape; change the distance between the drill hole and the pile foundation in step D) to 5cm, the distance between adjacent boreholes is changed to 80cm, and the number of holes is equal to 2π×[pile foundation radius 40cm + distance between borehole and pile foundation 5cm] divided by the distance between adjacent boreholes That is, the arc length is 80cm, the formula is, Take four drill holes evenly distributed by rounding off, change the pressure of high-pressure water to 40MPa, change the pressure of compressed air to 0.8MPa, change the rotation speed of the high-pressure liquid injection pipe to 15rpm when it is lifted up, and lift it up ( The speed of lifting) is changed to 0.2m / min; the diameter of the through-hole on the discharge pipe in step E) is changed to 0.5cm, and the distance between adjacent th...

Embodiment 3

[0037] Only change the pile foundation in step A) to a steel pile with a diameter of 75cm and a length of 8m with a circular cross-sectional shape; change the distance between the drill hole and the pile foundation in step D) to 7.5cm, The distance between adjacent boreholes is changed to 65cm, and the number of holes is equal to 2π×[the radius of the pile foundation is 37.5cm + the distance between the borehole and the pile foundation is 7.5cm] divided by the distance between adjacent boreholes, that is, the arc length 65㎝, the formula is, Take four drill holes evenly distributed by rounding off, change the pressure of high-pressure water to 20MPa, change the pressure of compressed air to 0.75MPa, change the rotation speed of the high-pressure liquid injection pipe to 20rpm when it is lifted up, and lift it up The (lifting) speed is changed to 0.225m / min; the diameter of the through-hole on the discharge pipe in step E) is changed to 0.75cm, and the distance between adjacent...

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

PropertyMeasurementUnit
Diameteraaaaaaaaaa
Lengthaaaaaaaaaa
Login to View More

Abstract

The invention discloses a method for extracting a construction engineering pile foundation and belongs to a civil engineering construction method. The method includes the steps: learning conditions of the pile foundation and formulating equipment for pile extracting; equipping a geological drilling rig, a high-pressure jet pump, an air compressor, a jack and lifting equipment; leveling terrace and sorting out pile heads, and transporting a complete set of facilities to a site; drilling, namely leading a high-pressure liquid injection tube to the bottom of a hole so as to form a semicolumn slurry-hole body at a position where the pile foundation corresponds to the drill hole; inserting a slurry-discharging tube into the hole body; inserting a slurry-pump slurry-discharging tube into the bottom of the slurry-discharging tube, and pumping slurry out from the slurry-discharging tube; fixing a counterforce device at the top of the pile foundation, jacking the counterforce device through the jack, lifting the pile foundation through the lifting equipment, after the whole pile foundation is extracted, pulling out the high-pressure liquid injection tube and the slurry-discharging tube prior to cleaning the same, detecting the extracted pile foundation, and finally refilling the pile foundation hole. The method is flexible to operate, and favorable for disintegrating binding force of the pile foundation and surrounding soil mass; resistance of the pile foundation when being extracted is enabled to be reduced, so that resources are saved, and an environment is protected.

Description

technical field [0001] The invention belongs to the technical field of civil engineering construction methods, in particular to a method for pulling out construction engineering pile foundations, which is used for removing pile bodies located underground in abandoned buildings. Background technique [0002] In order to enhance the bearing capacity of the foundation to the building, pile foundations are usually set deep into the foundation by piling or reinforced concrete pouring, especially in coastal economically developed areas, where pile foundations are more commonly used. With the rapid development of our country's economy, many buildings in the 1980s and 1990s had to be demolished because they did not meet the requirements of the rapidly developing society. In particular, due to the increasing scarcity of land resources and the increasing awareness of conservation and protection of land resources in the whole society, a large amount of construction land comes from the ...

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): E02D9/02
Inventor 尹立新闫晶李国文张凯
Owner CHANGSHU INSTITUTE OF TECHNOLOGY
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