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A risk assessment model based on concrete stress strain

A risk assessment model and risk assessment technology, applied in the field of risk assessment models based on concrete stress and strain, can solve problems such as risk information deviation and achieve the effect of improving accuracy

Active Publication Date: 2022-08-05
CHINA COAL TECH & ENG GRP CHONGQING RES INST CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The present invention intends to provide a risk assessment model based on concrete stress and strain to solve the problem that there is a large deviation between the risk information estimated by the existing theoretical model and the actual risk information

Method used

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  • A risk assessment model based on concrete stress strain

Examples

Experimental program
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Effect test

Embodiment 1

[0023] Risk assessment models based on concrete stress and strain, such as figure 1 Shown: Obtain the stress parameters of the structure, the stress parameters are preset parameters, and input them into the structure model of the risk assessment subsystem. For the models of structures such as dams and slopes, the risk assessment subsystem outputs the initial risk points after the stress parameters are strained in the structure model. The risk assessment subsystem can output the initial risk points through the display screen to obtain the collection environment of the stress parameters. The risk assessment subsystem modifies the initial risk point according to the collection environment, and determines the collection environment according to the location information and seasonal information of the structure construction.

[0024] Obtain the construction condition information of the structure, and compare it with the preset construction conditions of the structure model to obtai...

Embodiment 2

[0028] The difference from Example 1 is that the construction time of the structure is obtained, and the construction condition information of the structure is obtained within a preset time period after the construction time, such as the maintenance period within three months after the construction, and the construction condition information of the structure is obtained after the construction time. Outside the preset time period, the internal monitoring data of the structure is obtained, and the risk assessment subsystem updates and corrects the structure model according to the internal monitoring data.

[0029] In the second embodiment, the structure after construction is monitored. During the preset time period, the structure is little affected by the environment, and the internal structure does not have any change in the slot lights. When the structure is used for a period of time during construction, the interior may When a certain gap or damage occurs, the structure model ...

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Abstract

The invention relates to the technical field of building structure stress monitoring, in particular to a concrete stress-strain-based risk assessment model, which acquires stress parameters of a structure, inputs them into a structure model of a risk assessment subsystem, and outputs the stress parameters from the risk assessment subsystem The initial risk point after strain in the structure model; obtain the construction condition information of the structure, compare it with the preset construction conditions of the structure model to obtain the update information, use the update information to update and correct the structure model, and then update and correct the structure by updating and correcting the structure. After the model, the risk assessment subsystem outputs the revised risk point again according to the stress parameter, and makes the difference between the position of the initial risk point and the position of the revised risk point to obtain the difference. Risk assessment is performed on the structure model before the correction, otherwise it is judged that the update and correction are invalid, and the risk assessment is performed on the updated and corrected structure model. The invention improves the accuracy of structural risk assessment.

Description

technical field [0001] The invention relates to the technical field of building structure stress monitoring, in particular to a risk assessment model based on concrete stress and strain. Background technique [0002] Structures such as slopes, tunnels, bridges and dams formed during construction are mainly composed of concrete. The high mechanical strength of concrete ensures the durability of structures such as slopes, tunnels, bridges and dams. , When the concrete is affected by the external environment during use, such as temperature, pressure or tension, the internal structure will generate stress and strain in order to adapt to the external environment, resulting in the internal structure of slopes, tunnels, bridges and dams. There are risks such as cracks or gaps. If the risk of these structures is not assessed, the entire structure may be damaged due to small internal risk points. [0003] Aiming at the risk of structures such as slopes, tunnels, bridges and dams, th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06F30/20G06Q10/06G06Q50/08G06F119/14
CPCG06F30/13G06F30/20G06Q10/0635G06Q50/08G06F2119/14
Inventor 杨金虎张志刚张二锋杨靖
Owner CHINA COAL TECH & ENG GRP CHONGQING RES INST CO LTD
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