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Real-time monitoring method for stress distribution of steel piles

A technology of stress distribution and real-time monitoring, which is applied in construction, foundation structure test, foundation structure engineering, etc. It can solve problems such as damage, disconnection of wires, and difficulties in wire protection at splicing parts, and achieve simple technical solutions and flexible installation and operation. convenient effect

Active Publication Date: 2021-04-30
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, its application to steel piles has the following characteristics: 1. Steel piles are usually hollow pipe piles, the wall thickness of the steel pipe is relatively thin, and the stress or strain gauge is pasted on the pipe wall. 2. The stress or strain gauge needs to be connected to the wire to be connected to the collector on the ground. The wire is also easily disconnected by the friction between the soil and the pile; 3. The longer steel pile Generally, it is made of multi-sections. Due to construction operations such as hoisting and welding of various piles on site, the protection of the wires at the splicing parts is particularly important and difficult; During the process, it is easy to damage the stress or strain gauges and wires on the pile joints to be sunk

Method used

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  • Real-time monitoring method for stress distribution of steel piles
  • Real-time monitoring method for stress distribution of steel piles
  • Real-time monitoring method for stress distribution of steel piles

Examples

Experimental program
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Effect test

Embodiment 1

[0050] Embodiment 1, the steel pile 1 is a steel pile with a diameter of 600, a wall thickness of 16, and a total length of 40m, which is divided into two sections, the lower section pile 1-1 is 20m, and the upper section 1-2 is 20m; stress or strain Meter 2 adopts 120 ohm resistive stress or strain gauges, and there are 10 pairs of piles, including 5 pairs of upper and lower section piles; wire 3 uses multi-core shielded wires, and each stress or strain gauge 2 is connected to a bunch of wires; Section steel 4, stress or strain gauge protection cover 5, and pile section protection cover 6 are all made of L63X6 angle steel, welded with steel pile 1; Welding; the threading pipe 8 adopts a jointless plastic pipe with an internal diameter of 20mm.

Embodiment 2

[0051] Embodiment 2, the steel pile 1 is a H400X400 section steel pile, the total length is 45m, and it is divided into three sections, each section is 15m; the stress or strain gauge 2 adopts 350 ohm resistance stress or strain gauge, and the whole pile is provided with 18 pairs, wherein each section There are 6 pairs of piles;

[0052] The wires are multi-core shielded wires, and each stress or strain gauge 2 is connected to a bundle of wires; the wire protection section steel 4 is made of No. 10 channel steel, the stress or strain gauge protection cover 5, and the pile section protection cover 6 are all processed by No. 10 channel steel bolt holes and connect with the nuts welded on the steel pile 1; the head plate 7 is made of 10mm thick steel plate, which is obliquely welded to the ends of the steel pile 1 and the wire protection steel 4; the threading pipe 8 is made of jointless plastic with an inner diameter of 20mm Two pipes are used for passing through the lower secti...

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Abstract

The application belongs to the technical field of civil engineering, and provides a structure for real-time monitoring of stress distribution of steel piles and an installation method thereof. The structure for real-time monitoring of the stress distribution of steel piles includes steel piles, stress or strain gauges, wires, wire protection steel, etc.; steel piles include several segmental piles connected sequentially from bottom to top; Stress or strain gauges; the steel piles are installed outside the steel pile, and the wire protection steel and the outside of the steel pile together form a wire channel; the bottom of the wire channel is also installed with a head plate; several wires are respectively installed in the wire channel, and The lower ends of the wires are connected to the stress or strain gauges one by one, and the upper ends of the wires are located outside the top of the wire channel. This application is applicable to single-section, especially multi-section steel piles, and can be applied to various splicing methods, including factory splicing and on-site splicing; Effective protection, the technical solution is simple, reliable and effective.

Description

technical field [0001] The application belongs to the technical field of civil engineering, and in particular relates to a structure for real-time monitoring of stress distribution of steel piles and an installation method thereof. Background technique [0002] During and after pile sinking, it is usually necessary to monitor the stress distribution of steel piles in real time. However, due to the fact that the pile foundation penetrates into soil layers with different densities and strengths during the pile formation process, it poses a severe challenge for the protection of the pile stress monitoring components and their conductors, especially for long piles composed of multi-section piles. Monitoring, due to pile connection operation, further increases the difficulty of implementation and reduces the feasibility of effectively protecting test components and wires. [0003] Stress or strain gauges have been widely used in stress monitoring of components related to enginee...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 李卫超杨敏庞玉麟
Owner TONGJI UNIV