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Pile forming Equipment and method for modulus controlled plain concrete pile

A plain concrete pile and pile-forming technology is applied in the field of control-modulus plain concrete pile-forming equipment, which can solve the problems of low work efficiency, influence on concrete strength, influence on pile-forming quality, etc., and achieve the effect of improving pile-forming efficiency.

Inactive Publication Date: 2019-01-04
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The problems brought about in this way: First, there is basically no gap between the surrounding soil layer and the drill bit after the hole is formed, and blockage often occurs, and the concrete spraying is not smooth, which affects the quality of the pile; Slower and lower work efficiency; three is limited by the small hole diameter of the side openings, and the concrete slurry has strict requirements on the particle size of the stones, which brings inconvenience to the selection of factory-mixed concrete materials and affects the strength of the concrete

Method used

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  • Pile forming Equipment and method for modulus controlled plain concrete pile

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Comparison scheme
Effect test

Embodiment 1

[0020] Such as figure 1 Shown: a control modulus pile forming equipment, including: drill bit 1, motor 2, drilling rig control platform 3, drill frame 4, drill pipe 5, force transmission chain 6, concrete delivery pipe 7, concrete pump 8, concrete pool 9. Drilling rig control panel 10, pressure sensor 11, flap type concrete slurry injection valve 12, crawler belt 13. Wherein the drill bit 1 and the drill pipe 5 are all provided with longitudinal through holes, the output port of the concrete pump 8 communicates with the upper end through hole of the drill pipe 5 through the slurry delivery pipe 7, the bottom of the drill pipe 5 is connected with the control platform 3, and the control platform 3 Fixed on the base of the drilling rig, there are two power transmission chains 6 on the left and right, the upper parts of which are respectively connected with the cross bars on the upper part of the drilling frame 4, the lower parts of the transmission chain 6 are respectively connec...

Embodiment 2

[0023] The method for forming piles with pressure balance of controlled modulus piles includes the following steps:

[0024] 1) According to the requirements of superstructure deformation control and bearing capacity, as well as the geological conditions of the site, the concrete strength of the pile body is designed to be C25, the pile length is 27m, the pile diameter is 40cm, and the pile spacing is 2.8m. The plain concrete is provided by the concrete mixing station;

[0025] 2) The pile is formed by using the self-rotating auger bit 1 to drill down from the surface, and at the same time, according to the pressure monitored by the pressure sensor out of the bit, the concrete slurry is pumped into the drill pipe;

[0026] 3) After drilling to a depth of 27m, stop drilling, counter-rotate and raise the drill bit 15cm, apply a trigger force of 10kPa to the concrete slurry in the transmission pipe, that is, automatically open the valve at the bottom of the drill bit (the valve op...

Embodiment 3

[0028] 1) According to the requirements of superstructure deformation control and bearing capacity, as well as the geological conditions of the site, the concrete strength of the pile body is designed to be C25, the pile length is 16m, the pile diameter is 40cm, and the pile spacing is 2.5m. The plain concrete is provided by the concrete mixing station;

[0029] 2) The pile is formed by using the self-rotating auger bit 1 to drill down from the surface, and at the same time, according to the pressure monitored by the pressure sensor out of the bit, the concrete slurry is pumped into the drill pipe;

[0030] 3) After drilling to a depth of 16m, stop drilling, counter-rotate and raise the drill bit 20cm, apply a trigger force of 6kPa to the concrete slurry in the transmission pipe, that is, automatically open the valve at the bottom of the drill bit (the valve opening time is 25 seconds) , the trigger force is continuously applied to realize the uniform lifting of the drill pipe ...

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Abstract

The invention discloses pile forming Equipment and method for a modulus controlled plain concrete pile. A built-in split semi-circle valve is adopted by the end part of a drill bit of the equipment, and when a triggering force is applied to concrete slurry, the split semi-circle valve is automatically opened. A pressure sensor is arranged on the side face of the drill bit, and is connected with adigital converter and then connected with a drilling machine control panel, so that the pressure of concrete in a drill rod is controlled to be gradually increased or gradually reduced to be equal tothe pressure phase of the sensor in real time. When the drill bit is drilled to the designed depth, drilling is stopped, the drill bit is lifted, the triggering force is applied to concrete grout in aconveying pipe, the valve at the bottom end of the drill bit is automatically opened, and the drilling rod is uniformly lifted while the concrete is pressed into a drilling hole until the ground elevation is reached, and the pile forming is completed. According to the method, the pile forming uniformity and the pile forming quality of a long pile of the modulus controlled plain concrete pile areguaranteed.

Description

technical field [0001] The invention relates to a control modulus plain concrete pile forming equipment and method, belonging to the field of foundation engineering composite foundation. Background technique [0002] Composite foundation is the most widely used soft soil foundation in the field of geotechnical engineering. Due to the complexity of foundation soil conditions, the current research on the mechanism of bearing characteristics of composite foundation is difficult to meet the requirements of actual engineering, and can only be semi-empirical and semi-experienced. Simplified quantification, because the pile-forming equipment can not meet the actual needs, resulting in uneven or broken piles of long piles, which seriously restricts the in-depth development of composite foundation theory and practice. In addition, the early patent application document of the inventor's research group "control modulus pile forming equipment and pile forming method" (CN101435209A) is a...

Claims

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Application Information

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IPC IPC(8): E02D5/46E21B10/61E21B12/00E21B21/10
CPCE02D5/46E21B10/61E21B12/00E21B21/10
Inventor 缪林昌
Owner SOUTHEAST UNIV
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