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Cast-in-place concrete pile static load test unbalance loading monitoring method based on piezoelectric impedance frequency shift

A piezoelectric impedance, concrete technology, applied in the direction of applying stable tension/pressure to test the strength of materials, measuring devices, instruments, etc., can solve problems such as difficulty in monitoring eccentric load in static load tests, and achieve synchronization between monitoring and test process, avoiding Collapsing, low-cost effects

Active Publication Date: 2020-08-25
湖北震泰建设工程质量检测有限责任公司
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Problems solved by technology

[0005] The purpose of the present invention is to aim at the gap in the field of safety monitoring of the static load test process of concrete pouring piles at present, and propose a method for monitoring the partial load of the static load test of concrete pouring piles based on piezoelectric impedance frequency shift, so as to solve the problems in the static load test of the prior art. Difficult problems in partial load monitoring

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  • Cast-in-place concrete pile static load test unbalance loading monitoring method based on piezoelectric impedance frequency shift
  • Cast-in-place concrete pile static load test unbalance loading monitoring method based on piezoelectric impedance frequency shift
  • Cast-in-place concrete pile static load test unbalance loading monitoring method based on piezoelectric impedance frequency shift

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specific Embodiment approach

[0035] Specific embodiments of the present invention are described as follows:

[0036] Such as Figure 1 to Figure 3 As shown, a static load test eccentric load monitoring device for concrete pouring piles based on piezoelectric impedance frequency shift includes a supporting plate 4, a number of piezoelectric ceramic sensors 5, an impedance analyzer 6 and a computer terminal 9, and the supporting plate 4 is an annular Steel plate, one side of supporting plate 4 is provided with a plurality of decks 10 that are evenly distributed in a ring, and the piezoelectric ceramic sensor 5 is fixed in the corresponding decking 10, and the main reinforcement of the steel cage is reserved on the outer side of the supporting plate 4 made of steel. 2. The number of bayonets 11 for connection is determined according to the number of reinforcements in the designed pile body, and the size is determined according to the type of the designed reinforcement bars. It can realize the occlusal connec...

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Abstract

The invention discloses a cast-in-place concrete pile static load test unbalance loading monitoring method based on piezoelectric impedance frequency shift. In the pouring process of the cast-in-placeconcrete pile, a plurality of piezoelectric ceramic part sensors distributed in the circumferential direction are pre-buried in the top of the pile, the piezoelectric ceramic part sensors are led outof a pile body through cables to be connected with an impedance analyzer, the impedance analyzer is connected with a computer terminal, and the cast-in-place concrete pile is poured and maintained. Post-maintenance, static load test platform, a signal generator generates an excitation signal through a piezoelectric ceramic part sensor when not loaded, an electrical impedance signal received by the piezoelectric ceramic part sensor serves as a reference signal, load loading is conducted, electrical impedance signals of sensors at different loading stages are monitored and compared with the reference signal, and pile top section unbalance loading is judged according to the change of the electrical impedance signals. The cost is low, the monitoring and testing processes are synchronous, andthe monitoring accuracy can be ensured to the maximum extent.

Description

technical field [0001] The invention belongs to the technical field of foundation detection engineering, and relates to a technology for monitoring the safety of cast-in-situ piles during a static load test on concrete pouring piles, in particular to a monitoring method for unbalanced load in static load tests of concrete pouring piles based on piezoelectric impedance frequency shift. Background technique [0002] The static load test of cast-in-situ piles is considered to be the most intuitive and reliable traditional method for testing the bearing capacity of foundation piles. Common test equipment consists of reaction force devices, loading devices, load and displacement measurement devices, and data acquisition devices. Determining the vertical compressive bearing capacity of a single pile by using the actual working conditions close to the vertical compressive piles is currently recognized as the most intuitive and reliable test method for testing the vertical compressi...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/02G01N3/06G01N3/08
CPCG01N3/02G01N3/066G01N3/08
Inventor 张祎李恒梁亚斌叶志成
Owner 湖北震泰建设工程质量检测有限责任公司
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