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Method for acquiring stress time-domain values of evaluation points by utilizing operating data of bridge crane

An overhead crane and operation data technology, applied in the directions of transportation and packaging, load hoisting components, etc., can solve the problems of limited number of evaluation points and small space for collecting data samples.

Inactive Publication Date: 2010-06-09
TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Abstract
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  • Application Information

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Problems solved by technology

[0005] The purpose of the present invention is to solve the technical difficulties existing in the existing bridge cranes such as the small space for collecting data samples and the limited number of collected evaluation points, and to provide a utilization bridge with complete collected data samples and a large number of collected evaluation points. The method of obtaining the stress time domain value of the assessment point from the operation data of the crane

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  • Method for acquiring stress time-domain values of evaluation points by utilizing operating data of bridge crane
  • Method for acquiring stress time-domain values of evaluation points by utilizing operating data of bridge crane
  • Method for acquiring stress time-domain values of evaluation points by utilizing operating data of bridge crane

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specific Embodiment

[0133] Taking a single girder bridge crane as an example, calculate the internal force and stress of any number of sections and points. In order to illustrate the fast calculation method of the present invention, only the stress calculation process of the points shown on the mid-span section is selected. First calculate the internal force of the section, and then calculate the stress at this point. According to the external loads at different times, the results of the external loads at different times can be calculated. The specific shape and section parameters are as follows: shape parameters, section parameters and other parameters are shown in the table:

[0134]

[0135] Select calculation point:

[0136] The middle section of the main beam (such as image 3 , Figure 4 Middle L / 2 is where the middle section of the main girder is located, Figure 5 is the middle section)

[0137] The moment of inertia in the x' direction is: 2.5×10 9 mm 4

[0138] The moment of i...

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Abstract

The invention relates to a method for acquiring stress time-domain values of evaluation points by utilizing operating data of a bridge crane. The method mainly solves the technical problems of small sample space of acquired data, limited quantity of acquired evaluation point positions and the like existing in conventional bridge cranes. The invention adopts the technical scheme that the method for acquiring the stress time-domain values of the evaluation points by utilizing the operating data of the bridge crane comprises the following steps of: 1) using a data logger to acquire real-time operating data of a crane such as elevating capacity and the like; 2) preprocessing the data; 3) establishing a calculation model of a bridge crane structure; 4) calculating the internal force of a cross-section at certain time; 5) calculating the stress of an evaluation point at certain moment; 6) adding a correction value to or subtracting the correction value from an stress value obtained at certain moment to obtain a corrected stress value; 7) repeating the process to obtain internal forces and corrected stress data which correspond to a plurality of estimation points; and 8) arranging structural internal forces and stress data which are obtained by the calculation and correspond to multiple moments into stress spectrum data.

Description

technical field [0001] The invention relates to a method for obtaining stress time-domain values ​​of evaluation points by using bridge crane operation data, which belongs to a method for obtaining stress time-domain data of structural evaluation points through rapid calculation using batch operation data of bridge cranes. Background technique [0002] With the continuous advancement of science and technology and the improvement of the safety performance requirements of bridge cranes, the requirements for their safe operation are also getting higher and higher. For this reason, people have done a lot of work from various aspects, such as strengthening the use management of bridge cranes. , Add various limit devices for the safe operation of bridge cranes, etc. But it is not enough to do this, because the main component of the bridge crane - the metal structure has fatigue problems, even if other aspects are in place, the problem of the equipment structure itself will be a gr...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B66C13/16
Inventor 高崇仁王守信韩玉习何洋洋田建涛
Owner TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY