Pre-tightening force dynamic monitoring system for pre-stressed anchor bar strengthening project

A dynamic monitoring and prestressing technology, which is applied in the direction of measuring the force by measuring the frequency change of the stressed vibrating element, can solve the problems of affecting the test accuracy, narrow application range, and complicated test devices, so as to improve stability and reliability. Sexuality, easy popularization and promotion, and considerable commercial prospects

Active Publication Date: 2010-10-20
HUNAN UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, there are many detection methods at present, such as detection methods such as installing sensors, attaching strain gauges, rod body drilling sound wave ranging, and oil meter control methods; the aforementioned sensor detection methods use a large number of sensors, and the cost is high for larger projects. Too high, only suitable for scientific research; the aforementioned detection method of sticking strain gauges is cumbersome to operate, interferes with construction and inconvenient, cannot be reused, and is only suitable for small-scale scientific research; , and the initial length needs to be measured, and the end face is required to be flat, the operation is cumbersome, and the accuracy is not hi

Method used

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  • Pre-tightening force dynamic monitoring system for pre-stressed anchor bar strengthening project
  • Pre-tightening force dynamic monitoring system for pre-stressed anchor bar strengthening project
  • Pre-tightening force dynamic monitoring system for pre-stressed anchor bar strengthening project

Examples

Experimental program
Comparison scheme
Effect test

Embodiment A

[0020] ①The construction personnel set out the construction according to the design drawings of the prestressed threaded steel anchor 3a support structure, and determine the retaining wall, the pile base line, the hole positions of each anchor hole and the inclination angle of the prestressed threaded steel anchor 3a, Then install the threaded steel bar 3. The construction process of the prestressed threaded steel anchor rod 3a is: drilling → installation of the threaded steel bar 3 → grouting to form the anchor body 2 → tension locking → anti-corrosion protection. The outer end of the prestressed threaded steel anchor rod 3a is provided with an exposed section 6 as required. The length of the exposed section 6 must be reserved when the threaded steel bar 3 is stretched. In order to reduce the influence of the shear effect on the accuracy of the calculation equation to within 3% , the length of the exposed section 6 is required to be the length L from the top surface of the nu...

Embodiment B

[0024] ① After the construction operation, the process of transforming the threaded steel bar 3 into the prestressed threaded steel bar anchor 3a is completed. According to the requirements, the length of the upper exposed section 6 of the prestressed threaded steel bar anchor 3a should be greater than 5 times the diameter of the prestressed threaded steel bar anchor 3a. , the threaded steel bar 3 with a diameter of 22-32 mm is generally used in the prestressed threaded steel anchor bar 3a in the support structure, and Take fine-rolled rebar as an example, its thread type is M34*3.0, the height of supporting nut 5 is 72mm, the shape is hexagonal, the distance across sides is 62mm, the length of exposed section 6 is greater than 160mm, and the length of exposed section 6 in this embodiment is set to 165mm .

[0025] ②The top of the exposed section 6 of the prestressed threaded steel anchor rod 3a is fixedly connected with the acceleration sensor 8 through the magnetic suction ...

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Abstract

The invention discloses a pre-tightening force dynamic monitoring system for a pre-stressed anchor bar strengthening project. The system comprises a deformed steel bar, a retainer plate and nuts, wherein one end of the deformed steel bar is provided with an anchorage; the anchorage is combined with soil mass to anchor the deformed steel bar in the soil mass and stretch the deformed steel bar into a pre-stressed deformed steel bar anchor bar; the outer end of the pre-stressed deformed steel bar anchor bar is provided with an exposed section; the top end of the exposed section is provided with an acceleration transducer and a vibrator; the acceleration transducer is connected with a tensile force detector of the pre-stressed deformed steel bar anchor bar; and a signal acquisition device, a signal analyzing device, a calculating procedure chip, a rechargeable battery and a control main board are built in the detector; the technical scheme overcomes the defects of high use cost, inconvenient operation and maintenance, low testing accuracy, narrow application range, failure of the anchor bar and the like existing in a conventional detection method; and the pre-tightening force dynamic monitoring system is suitable for instantaneous detection and whole-process monitoring of the tensile force of the pres-stressed deformed steel bar anchor bar in the large-area projects of instable soil mass slope, retaining wall, deep foundation pit and the like strengthened by the pres-stressed deformed steel bar anchor bar.

Description

technical field [0001] The invention relates to a pre-tightening force dynamic monitoring system of a pre-stressed bolt reinforcement project. Background technique [0002] Bolt anchoring technology has developed rapidly in anchoring engineering, and has been included in the national key scientific and technological research plan during the "Eighth Five-Year Plan" and "Ninth Five-Year Plan". With the vigorous development of infrastructure construction, extensive high filling and deep excavation make prestressed anchorage technology particularly important. It is an active support measure, and the active pressure provided to the rock and soil mass can effectively limit the The deformation of the slope while maintaining its stability greatly improves the stress conditions of the support structure, not only reduces the weight of the structure itself, saves engineering materials, but more importantly, in the area where the side limit is strictly limited, the support adopts Prest...

Claims

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Application Information

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IPC IPC(8): G01L1/10
Inventor 杨滔钟新谷沈明燕
Owner HUNAN UNIV OF SCI & TECH
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