Method for jointly testing horizontal displacement of pile head and stress of pile body of preformed pile

A technology of horizontal displacement and combined testing, which is applied in basic structure testing, construction, basic structure engineering, etc., can solve problems such as unsatisfactory installation of loading devices, inaccurate measurement data, inaccurate test results, etc. The effect of high precision and strong operability

Active Publication Date: 2016-11-09
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The technical effect of this new testing system is that it can be done quickly at lower costs while still being highly accurate compared to previous methods like those described earlier. This makes them more accessible for researchers who want to study their experiments or other areas where they are interested due to its simplicity and ease-of use features.

Problems solved by technology

The technical problem addressed in this patented text relates to developing an effective way to measure the strength and behavior of concrete structures under heavy laterally loaded conditions without affecting their overall performance over time caused by changes made during use (such as weather). This would be useful for studying these types of structural issues related to bridge design, tunnel excavations, and jacketing offshoys.

Method used

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  • Method for jointly testing horizontal displacement of pile head and stress of pile body of preformed pile
  • Method for jointly testing horizontal displacement of pile head and stress of pile body of preformed pile
  • Method for jointly testing horizontal displacement of pile head and stress of pile body of preformed pile

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Embodiment

[0021] This embodiment is realized in the joint test device for the horizontal displacement of the pile top of the prefabricated pile and the stress of the pile body. The specific test process is: (1) before the pile is pressed, the two sides facing the test pile 6 are engraved with grooves of 5 mm × 5 mm, Put the self-compensating fiber grating strain sensor string 13 prefabricated in advance into two grooves, seal it with structural glue, and maintain it for two days. The self-compensating fiber grating strain sensor string 13 forms a dense structure at the top and a sparse structure at the bottom;

[0022] (2) When the test pile can be used normally, select a suitable engineering pile 1 to provide a reaction force to ensure that its bearing capacity is greater than or equal to the test pile 6;

[0023] (3) Between the test pile 6 and the engineering pile 1, the spherical hinge support 5, the load sensor 4, the jack 3, and the steel plate spacer 2 are placed in sequence. The di

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Abstract

The invention belongs to the technical field of in-situ tests of civil engineering, and relates to a method for jointly testing the horizontal displacement of a pile head and the stress of a pile body of a preformed pile. First, self-compensating fiber grating strain sensor strings are placed in a to-be-tested pile and are sealed by using structural adhesives, after two days of maintenance, a spherical hinged support, a load sensor, a jack and a steel plate cushion block are put in sequence between the to-be-tested pile and an engineering pile, and then first perforated angle steel and second perforated angle steel are fixed; afterwards, a first datum line beam and a second datum line beam are put up, first dial indicators and second dial indicators are mounted respectively, the self-compensating fiber grating strain sensor strings are connected with a fiber grating sensor demodulation instrument, the load sensor is connected with a load sensor display instrument; after the mounting is completed, a load test is carried out on the to-be-tested pile, and corresponding displacement and strain change values are recorded. The method for jointly testing the horizontal displacement of the pile head and the stress of the pile body of the preformed pile is simple in process, convenient to operate, low in cost, high in testing precision and high in operability; obtained numerical results are direct, high in precision and small in error.

Description

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Claims

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Application Information

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Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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