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Thermal mechanical coupling slide-resistant pile

A heat-mechanical coupling and anti-sliding pile technology, applied in sheet pile walls, electric heating devices, excavation, etc., can solve the problems of increasing construction costs, weakening anti-sliding ability, no anti-sliding, drainage, and improvement of sliding zone soil, etc., to achieve Effects of improving efficiency, subtracting construction procedures, and reducing investment

Active Publication Date: 2020-05-12
CHINA THREE GORGES UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In recent years, there have been integrated piles with anti-sliding and drainage functions, but the main bodies of the piles are all hollow, which will inevitably weaken the anti-sliding ability and increase construction costs.

Method used

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  • Thermal mechanical coupling slide-resistant pile
  • Thermal mechanical coupling slide-resistant pile
  • Thermal mechanical coupling slide-resistant pile

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0039] The pile wall is composed of functional walls that are placed in the pile holes and are spliced ​​sequentially from top to bottom, left and right.

[0040] The functional wall is installed in sections: dig holes to the design distance, install the functional walls opposite to each other on the left and right, drive steel bars through the installation hole 11 to the soil outside the wall to fix the functional wall. Repeat this to complete the splicing and installation of the functional wall of the lower section.

[0041] Set up the left and right solar panels, install the control module 1 respectively, connect the circuit, turn on the master control switch 2, and the functional wall starts to work with electricity.

[0042] Connect the external power supply 20, through the control module 1, open the functional wall working circuit of the sliding belt section, heat the heating plate 13 to the temperature of the sliding belt soil denaturation, and keep it until the sliding...

Embodiment 2

[0047] The pile wall is formed by splicing the functional wall outside the pile hole. The lower part of the functional wall located at the bottom of the pile wall is a tapered head 18, and the outside of the pile hole of the pile wall is integrally driven into the pile hole.

[0048] Set up the left and right solar panels, and install the control module 1 respectively, connect the circuit, turn on the master control switch 2, and the functional wall starts to work.

[0049] Connect the external power supply 20, open the functional wall working circuit of the sliding belt section through the control module 1, heat the heating plate 13 to the temperature of the sliding belt soil denaturation, and keep it until the sliding belt soil denatures, realizing the function of soil denaturation.

[0050] The pile core construction shall be set as reinforced concrete, backfill soil, grouting, I-beam, etc. according to project requirements.

[0051] The construction of thermal coupling ant...

Embodiment 3

[0054] The outer steel mold of the pile core is integrally formed, and the embedded joints are preset on both sides of the outer steel mold of the pile core; the functional wall removes the connecting part of the outer mold of the pile core in the middle of the outer wall of the chamber 14, and replaces the embedded edge, and the functional wall with the embedded edge Embedding the pile core outer steel form into the embedding joint sequentially, and forming a whole with the pile core outer steel form, driving into the pile hole, such as Figure 9 shown. In this way, the integrity of the steel mold outside the pile core is also guaranteed, and the shear performance of the steel pipe is fully utilized.

[0055] The pile core construction shall be set as reinforced concrete, backfill soil, grouting, I-beam, etc. according to project requirements.

[0056] The construction of thermal coupling anti-slide pile is completed, and the anti-slide function is realized.

[0057] The so...

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PUM

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Abstract

The invention relates to a thermal mechanical coupling slide-resistant pile. The thermal mechanical coupling slide-resistant pile comprises a pile lining and a pile core, wherein the pile lining is formed in a way that a plurality of functional walls are assembled; moisture sensors and temperature sensors are arranged on the outer sides of the functional walls; cavities are formed in the inner sides of the functional walls, electric heating pieces are laid in the cavities, water inlets are formed in the cavities, and geotechnical cloth is laid outside the water inlets; except the bottom end ofthe cavity of the functional wall which is located at the bottom of the pile lining is sealed as a water storage cavity, water vapor overflowing pipes are arranged in the cavities of other functionalwalls, and the bottoms of the cavities are open as exhaust channels; and both the moisture sensors and the temperature sensors are connected with a control module, and the control module is connectedwith the electric heating pieces. According to the thermal mechanical coupling slide-resistant pile, slide resistance is realized, and the functions of water drainage, precise control over water andimprovement of soil nature are integrated. Additionally, retaining walls can be replaced by the functional walls of the thermal mechanical coupling slide-resistant pile, so that the retaining wall construction process is omitted, the landslide control effect is greatly increased, and the investment is reduced.

Description

technical field [0001] The invention relates to the technical field of slope reinforcement, in particular to a thermal-mechanical coupling anti-slide pile. Background technique [0002] The existing slope engineering treatment schemes mainly include: ①, construction of anti-sliding structures; ②, surface and underground drainage; ③, improvement of slippery zone soil. Looking at the control measures adopted by each plan, anti-sliding structures are commonly used such as anti-sliding piles, drainage is commonly used such as drainpipes, holes, and wells, and soil improvement in sliding zones such as roasting, etc. are often implemented with a single function, and joint functions are rarely seen. In recent years, there have been integrated piles with anti-sliding and drainage functions, but the main bodies of the piles are all hollow, which will inevitably weaken the anti-sliding ability and increase construction costs. . Contents of the invention [0003] In order to change...

Claims

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Application Information

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IPC IPC(8): E02D17/20E02D5/24E02D5/48G01D21/02H05B1/00
CPCE02D5/24E02D5/48E02D17/207G01D21/02H05B1/00Y02A50/00
Inventor 陈光富张国栋熊彬雷勇邓黎旭刘艺梁
Owner CHINA THREE GORGES UNIV
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