Deformation and stress synchronous control method in roof unloading process

A technology of synchronous control and stress, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as being easily affected by human subjective factors and insufficient accuracy of detection methods

Active Publication Date: 2019-09-03
CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a method for synchronous control of deformation and stress in the roof unloading process, to solve the technical problem that the prior art is easily affected by human subjective factors; and to solve the problem that the detection method of the prior art is not accurate enough

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  • Deformation and stress synchronous control method in roof unloading process
  • Deformation and stress synchronous control method in roof unloading process
  • Deformation and stress synchronous control method in roof unloading process

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Embodiment Construction

[0100] In order to make the technical means realized by the present invention, innovative features, goals and effects reachable and easy to understand, the present invention will be further described below.

[0101] The examples described here are specific specific implementations of the present invention, and are used to illustrate the concept of the present invention. They are all explanatory and exemplary, and should not be construed as limiting the implementation of the present invention and the scope of the present invention. In addition to the embodiments described here, those skilled in the art can also adopt other obvious technical solutions based on the claims of the application and the contents disclosed in the description, and these technical solutions include adopting any obvious changes made to the embodiments described here. Replacement and modified technical solutions.

[0102] A method for synchronous control of deformation and stress during roof unloading, cha...

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PUM

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Abstract

The invention discloses a deformation and stress synchronous control method in a roof unloading process. The method is characterized by comprising the following steps of 1, finite element analysis; 2,determining the initial sensor layout nodes; 3, determining an optimal section layout position of the sensor; 4, acquiring the deformation and stress real-time data of a steel structure; 5, updatingthe finite element model in real time; 6, predicting the deformation and stress data at the next unloading stage; 7, updating the unloading scheme, updating the unloading scheme according to the prediction result in the step 6, and timely taking a reinforcing measure at the position of a component with the stress and deformation close to thresholds, so that the deformation and stress synchronous control method has higher precision compared with a traditional method, is simple, easy to operate and is low in cost.

Description

technical field [0001] The invention relates to the technical field of roof unloading control, in particular to a method for synchronously controlling deformation and stress during roof unloading. Background technique [0002] In large-scale building structures such as gymnasiums and factories, steel structure roofs are widely used due to their light weight and ability to withstand loads such as suspended stands. Due to the large size and complex component design of this type of structure, it is often impossible to hoist it in place at one time. It is usually assembled with the help of temporary supports. After the structure is formed as a whole, the load on the temporary supports is gradually removed and removed. During the unloading process of the temporary support, the force of the structure and the temporary support will be gradually transferred, and the internal force will be redistributed, which will directly affect the initial internal force and deformation of the str...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/13G06F30/23
Inventor 张晔邓星河李鹏李鸿唐威薛锐
Owner CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
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