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Model device and method for on-site measurement of soil plugging degree in open piles

A technology of on-site measurement and model device, which is applied in infrastructure engineering, infrastructure testing, construction, etc., can solve problems such as time-consuming, complicated operation, and complicated installation, and achieve easy operation, simple and convenient methods, and convenient disassembly and installation Effect

Active Publication Date: 2018-05-29
WUHAN UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

On-site piling devices, reaction force devices, and soil plug height measurement devices are often either large in size or complicated to operate, resulting in high later-stage costs, time-consuming, and complicated installation

Method used

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  • Model device and method for on-site measurement of soil plugging degree in open piles
  • Model device and method for on-site measurement of soil plugging degree in open piles
  • Model device and method for on-site measurement of soil plugging degree in open piles

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Embodiment Construction

[0025] In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific implementation manners of the present invention will now be described in detail with reference to the accompanying drawings.

[0026] Such as Figure 1-Figure 3 As shown, the model device used in the present invention to measure the occlusion degree of soil plugging in open piles on site includes a test pile 1, an anchor pile 2, a reaction force groove 3, a limit bolt 4, a support lock 5, a reference beam 6, and a platform bolt 7 , load sensor 8, jack 9, bearing plate 10, magnetic gauge base 11, electronic dial indicator 12, reserved hole for test pile 13, inner iron ball 14, string 15, digital force measuring instrument 16, soil plug inside the pile 17. Outer iron ball 18.

[0027] Drive two anchor piles 2 at two points with an interval of one meter. The anchor piles 2 are seamless steel pipe piles with high strength and are used to support t...

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Abstract

The invention relates to a model device and method used for field measuring of the blockage degree of an opening pile interior soil plug. The device comprises a test pile, an anchor pile, a datum line beam and a counter-force groove. An opening is formed in the lower end of the test pile. A bearing sheet is fixed to the top of the test pile and provided with a jack. A load sensor is arranged on the top of the jack. The top end of the jack abuts against the lower end face of the counter-force groove. A magnetic force meter base is arranged on the datum line base and provided with an electronic dial indicator used for measuring the displacement of the bearing sheet. The load sensor is connected with a value force measuring instrument. The test pile is provided with a reserved hole. An inner iron ball is arranged in the test pile and connected with a thin rope. The thin rope penetrates the reserved hole and is connected with an outer iron ball located outside the test pile. The model device is simple in structure, easy to operate and convenient to transport, mount and dismount, the requirement for the needed testing environment is low, and the opening pile blockage degrees under various kinds of soil properties can be judged.

Description

technical field [0001] The invention relates to the field of pile foundations in geotechnical engineering, in particular to a model device and method for on-site measurement of the degree of soil blockage in open piles. Background technique [0002] Pile foundations are widely used in soft soil areas and under high-rise buildings. The types are divided into steel pipe piles, concrete prefabricated piles, and pipe piles of different materials are divided into closed piles and open piles. Existing studies on the soil plugging effect of open pipe piles mostly use field in-situ tests. However, due to the fact that field tests need to meet the actual needs of future projects, the investment is often huge. It will be more complicated, and it is difficult to carry out the test in an all-round way. In this case, the on-site model test can save a lot of manpower, material resources and financial resources. Because it is a field test, the results obtained are also in line with the act...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D33/00
CPCE02D33/00
Inventor 汤斌周亚杰费建武阮洋
Owner WUHAN UNIV OF SCI & TECH
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