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Device for monitoring soil plug lifting height of prestressed pipe pile in hydrostatic process

A technology of prestressed pipe piles and static pressure, which is applied in the direction of foundation structure engineering, foundation structure test, construction, etc., can solve the problem of not being able to monitor the rising height of the soil plug in the pipe pile cavity, and achieve good engineering application effect, The effect of high data reliability and low production cost

Inactive Publication Date: 2013-04-24
HOHAI UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the existing technology, there is no device that can monitor the rising height of the soil plug in the pile cavity during the static pressure of the pile. The general practice in engineering is to measure the final rising height of the soil plug with a tape measure after the piling is completed.

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  • Device for monitoring soil plug lifting height of prestressed pipe pile in hydrostatic process
  • Device for monitoring soil plug lifting height of prestressed pipe pile in hydrostatic process
  • Device for monitoring soil plug lifting height of prestressed pipe pile in hydrostatic process

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Embodiment Construction

[0018] Below in conjunction with accompanying drawing and specific embodiment, further illustrate the present invention, should be understood that these embodiments are only for illustrating the present invention and are not intended to limit the scope of the present invention, after having read the present invention, those skilled in the art will understand various aspects of the present invention Modifications in equivalent forms all fall within the scope defined by the appended claims of this application.

[0019] see figure 1 , figure 2 with image 3 As shown, the device for monitoring the rising height of the soil plug during the static pressure process of the prestressed pipe pile of the present invention includes a measuring instrument, a fixed disc 1, a multi-turn potentiometer 2, a synchronous wheel 3, a synchronous belt 4, a first counterweight 5 and Second counterweight 6. Wherein, the diameter of the fixed disk 1 is equal to the diameter of the prestressed pipe...

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Abstract

The invention discloses a device for monitoring soil plug lifting height of a prestressed pipe pile in hydrostatic process. The device comprises a measure instrument, a fixed disc, a multiturn potentiometer, a synchronous wheel, a synchronous belt, a first counterweight and a second counterweight. The fixed disc is provided with fixing legs, the multiturn potentiometer is fixed on the fixed disc, the synchronous wheel is inlayed on the multiturn potentiometer, the synchronous belt is twined on the synchronous wheel, the first counterweight and the second counterweight are respectively arranged at the two ends of the synchronous belt, the weight of the first counterweight is greater than the weight of the second counterweight, and the measure instrument is connected with the multiturn potentiometer. By the device, the change of the soil plug lifting height of the prestressed pipe pile in the hydrostatic process can be accurately monitored in real time. The device is simple in structure and clever in design, low in production cost, and high in data reliability.

Description

technical field [0001] The invention relates to a device for monitoring the rising height of a soil plug during the static pressure process of a prestressed pipe pile. Background technique [0002] In the prior art, there is no device capable of monitoring the rising height of the soil plug in the pile cavity during the pile driving static pressure process. The general practice in engineering is to measure the final rising height of the soil plug with a tape measure after the piling is completed. The real-time monitoring of the rising height of the soil plug can clarify the whole process of the rising of the soil plug during the piling process, the growth of the soil plug height when the pipe pile is driven into different types of soil layers, and the composition of the bearing capacity of the pipe pile. , to verify and revise the design of the pile bearing capacity. [0003] Therefore, a device for monitoring the rising height of the soil plug during the static pressure pr...

Claims

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Application Information

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IPC IPC(8): E02D33/00
Inventor 陆晓岑李国维符秋生苏高玉占斯文
Owner HOHAI UNIV
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