A method for monitoring soil pressure and displacement of micro-steel pipe piles

A technology of displacement monitoring and steel pipe piles, which is applied in construction, foundation structure tests, foundation structure engineering, etc. It can solve the problems of idle collection ports, high cost, and many manpower in the direction of adjustment, and achieves simple and convenient operation and simple structure , measurement accuracy and high survival rate

Active Publication Date: 2021-05-04
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the soil pressure detection of micro-steel pipe piles is mostly applied by pasting strain gauges on the pile body, but it is easy to be affected by moisture, the survival rate is low, and the sealant cannot have air bubbles. The equipment for monitoring the displacement of micro-steel pipe piles or Most of the methods use inclinometer tubes. In order to successfully install the inclinometer tubes in place, it generally needs to be deeper than the installation depth. It is more troublesome to adjust the direction, requiring more manpower and high cost. When the output port transmits data, the acquisition port must be free.

Method used

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  • A method for monitoring soil pressure and displacement of micro-steel pipe piles
  • A method for monitoring soil pressure and displacement of micro-steel pipe piles
  • A method for monitoring soil pressure and displacement of micro-steel pipe piles

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Experimental program
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Embodiment

[0023] This embodiment is realized by the soil pressure and displacement monitoring device of the micro-steel pipe pile body, and the specific process is as follows:

[0024] (1) XY-TY02A resistance miniature earth pressure gauge 2 is connected to the resistance test strain gauge 5 and the data storage computer 6 before installing the miniature steel pipe pile 1, on the one hand to check whether the cable is broken, on the other hand to check whether the XY- Whether TY02A resistance miniature earth pressure gauge 2 is invalid;

[0025] (2) According to the installation position of the XY-TY02A resistance miniature earth pressure gauge in the micro-steel pipe pile, the distance from the top of the micro-steel pipe pile is 1m, 1.9m, 2.7m, 3.4m, 4.4m, 5.4m, 6.4m, 7.4m, 8.4m, 9.4m, 10.4m, 11.2m, 11.7m on the outside of the pile body, use chalk to draw the position and size of the sensor installation hole 8, and use the flame cutting method to cut the position and size of the micro-s...

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Abstract

The invention belongs to the technical field of pile foundation engineering field tests, and relates to a method for monitoring the soil pressure and displacement of a miniature steel pipe pile body. The hole is drilled at a predetermined position outside the pile body and the thickness of welding is slightly lower than that of the XY-TY02A resistance miniature soil pressure gauge. The metal protective shell of the sensor is attached to the pile body, and the XY‑TY02A resistive miniature earth pressure gauge is pasted on the pile body. The transmission line of the XY‑TY02A resistive miniature earth pressure meter is led out from the steel pipe pile through the sensor installation hole to communicate with the data acquisition system, and is connected to the micro The steel pipe pile preset position is welded with reflective sheet base and pasted with reflective sheet to realize displacement monitoring. The device adopted is simple in structure, simple and convenient in operation, reliable and stable, high in measurement accuracy and survival rate, low in cost, saves manpower, material resources and time, and can monitor in real time The change of earth pressure of the micro-steel pipe pile support of rock-soil foundation pit provides experimental data for on-site monitoring of the micro-steel pipe pile support theory of rock-soil foundation and provides reference value for engineering practice.

Description

Technical field: [0001] The invention belongs to the technical field of pile foundation engineering site tests, and relates to a method for monitoring the soil pressure and displacement of a micro-steel pipe pile, which simultaneously measures the soil pressure of the micro-steel pipe pile and the displacement under the action of water and soil pressure. and actual engineering to provide reference value. Background technique: [0002] Miniature steel pipe piles generally refer to cast-in-place piles with a pile diameter of 100-300mm and a length-to-diameter ratio greater than 30, which adopt the construction technology of drilling strong reinforcement and pressure grouting. Only light construction machines are needed during construction, flexible pile layout, fast construction speed, strong adaptability to the construction site, and small impact on the environment. Therefore, micro-steel pipe piles with soil nails, advanced micro-pile composite soil nail support of anchor r...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
CPCE02D33/00E02D2600/10
Inventor 王永洪张明义白晓宇孙绍霞
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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