Apparatus and method for remote real-time on-line monitoring and assessment of pile foundation stability in freezing-thawing environment

A stable and remote technology, applied in the testing of foundation structures, foundation structure engineering, construction, etc., can solve the lack of sufficient quantitative measurement and evaluation methods for the stability of pile foundations, and the inability to actively control the stability of pile foundations in cold regions. , time-consuming and labor-intensive problems, to achieve the effect of simple and easy monitoring methods and remote real-time online monitoring

Inactive Publication Date: 2015-09-09
WUHAN UNIV
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  • Abstract
  • Description
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  • Application Information

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Problems solved by technology

However, this method is labor-intensive, time-consuming and labor-intensive, and the error of measurement results is relatively large.
[0005] Due to the unpredictability of climate change, the current engineering technology cannot actively control the stability of pile foundations in cold regions, let alone monitoring and evaluation functions. In the long-term operation process, there is a lack of sufficient quantitative measurement of the stability of pile foundations and evaluation methods for targeted reinforcement guidance

Method used

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  • Apparatus and method for remote real-time on-line monitoring and assessment of pile foundation stability in freezing-thawing environment
  • Apparatus and method for remote real-time on-line monitoring and assessment of pile foundation stability in freezing-thawing environment
  • Apparatus and method for remote real-time on-line monitoring and assessment of pile foundation stability in freezing-thawing environment

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Embodiment

[0045] The present invention will be further described below in conjunction with the accompanying drawings. Such as figure 1 As shown, a device that can monitor the stability of the pile foundation in real time includes a signal receiver 1, a signal line 2, a reinforced concrete pile 3, an intelligent aggregate 4, a temperature sensor 5, a vibration exciter 6, a seasonal freeze-thaw layer 7, Unfrozen soil layer 8, permafrost layer 9, cement protection layer 10, underground signal line 11, PZT piezoelectric ceramic sheet 12, data transmission unit (DTU) 13, GPRS network 14, server 15 and user terminal 16.

[0046] The present invention is achieved like this:

[0047] 1. Production of smart aggregate

[0048] The present invention selects a piezoelectric sheet made of lead zirconate titanate (PZT) as a sensor, welds two wires to the positive and negative electrodes of the PZT piezoelectric sheet respectively, and welds the other ends of the two wires to a BNC connector. Then ...

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Abstract

The invention relates to an apparatus and a method for remote real-time on-line monitoring and assessment of the pile foundation stability in the freezing-thawing environment. The apparatus comprises a signal receiver, a signal line, a reinforced concrete pile, intelligent aggregates, a temperature sensor, a vibration exciter, an underground signal line, a PZT piezoelectric ceramic plate, a data transmission unit (DTU), a GPRS network, servers, and a user terminal. The apparatus and the method are advantageous in that remote real-time on-line monitoring and assessment of the development of seasonal soil frost heaving in cold regions are realized; the monitoring method is simple and easy; quantitative assessment of the evolution of the stability of the pile foundation in the development process of soil frost heaving is realized; measuring results are accurate and reliable, and real-time assessment and early warning of the pile foundation stability are realized via the analysis of measured data so that remedial measures can be taken in time before the instability of the pile foundation.

Description

technical field [0001] The invention relates to the field of pile foundation stability monitoring in cold regions, in particular to a device and method for remote real-time on-line monitoring and evaluation of pile foundation stability in freeze-thaw environments. Background technique [0002] During the freezing process, the internal temperature field of the soil is not uniform, and the development of freezing is not uniform, so that the distribution of frost heave force along the length of the pile body is uneven. The frost-heaving force of the soil body is small, and even because the soil is in an unfrozen state, there is no frost-heaving force. Therefore, the pile foundation diseases in cold regions mainly manifest in two forms: during the freezing process, with the development of the freezing depth, the frost-heaving force of the soil gradually increases. development, when the frost heaving force of the soil around the pile develops to a certain extent, the pile body wi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D33/00
Inventor 王若林朱道佩
Owner WUHAN UNIV
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