Concrete bridge dead load stress testing system and method and information data processing terminal

A technology of stress testing and concrete, which is applied in the field of concrete bridge dead load stress system and information data processing terminal, can solve the problems of large prestress detection error and inability to analyze bridge load, and achieve the effect of improving accuracy

Pending Publication Date: 2020-04-03
HUNAN INSTITUTE OF ENGINEERING
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Problems solved by technology

[0003] To sum up, the problems existing in the prior art are: the prestress detection error of ...

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  • Concrete bridge dead load stress testing system and method and information data processing terminal
  • Concrete bridge dead load stress testing system and method and information data processing terminal

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Embodiment Construction

[0069] In order to further understand the content, features and effects of the present invention, the following examples are given, and detailed descriptions are given below with reference to the accompanying drawings.

[0070] The structure of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0071] Such as figure 1 Shown, the method for testing concrete bridge dead load stress provided by the invention may further comprise the steps:

[0072] S101, using a laser scanner to collect three-dimensional bridge image data through the bridge image collection module; using a pressure sensor to collect bridge load-bearing pressure data through the load-bearing collection module; using a bridge prestress detection module to detect bridge prestress data using a prestress detector.

[0073] S102. The main control module constructs a bridge model according to the collected 3D image data through the bridge model construction module u...

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Abstract

The invention belongs to the technical field of bridge dead load stress testing, and discloses a concrete bridge dead load stress testing system and method and an information data processing terminal.The concrete bridge dead load stress test system comprises a bridge image acquisition module, a bearing acquisition module, a bridge prestress detection module, a main control module, a bridge modelconstruction module, a parameter import module, a simulation test module, an analysis module, a storage module and a display module. The real-time relationship between the tension strength (tension force) and the tension displacement is established through real-time measurement data by the bridge prestress detection module, the magnitude and uniformity of effective prestress are intelligently controlled, and the bridge prestress detection precision is improved; and moreover, the analysis module is used for obtaining the stress cycle data of a to-be-analyzed bridge through adoption of a data simulation method based on the actually measured traffic flow data of the to-be-analyzed bridge, the theory is scientific, the analysis result is scientific and reliable, the applicability is high, andimportant engineering significance is achieved.

Description

technical field [0001] The invention belongs to the technical field of bridge dead-load stress testing, and in particular relates to a concrete bridge dead-load stress system and method, and an information data processing terminal. Background technique [0002] At present, the closest existing technology: prestressed concrete bridge is also called prestressed reinforced concrete bridge, and the bridge span structure adopts the bridge built by prestressed concrete. This kind of bridge can make the concrete pre-compressed before loading by using the reaction force of steel bar or steel wire (cable) pretension. There is no tensile stress in the operation stage (called fully prestressed concrete), or there is tensile stress without cracks or cracks are controlled within the allowable width (called partly prestressed concrete). However, the prestress detection error of existing concrete bridges is large; at the same time, the bridge load cannot be accurately analyzed. [0003] ...

Claims

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Application Information

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IPC IPC(8): G06F30/13G06F30/20G06T17/10G01L5/00G06F119/14
CPCG06T17/10G01L5/00
Inventor 刘兆丰段建罗章刘杰欧阳祥森黄佳梅周文权文志忠邓福军唐鲲翔
Owner HUNAN INSTITUTE OF ENGINEERING
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