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A construction scheme optimization method, optimization device, and optimization system

A construction scheme and optimization method technology, applied in design optimization/simulation, instruments, data processing applications, etc., can solve problems such as unbalanced force on the supporting structure, increased construction risk factor, and large stress changes on the supporting structure, so as to avoid The effects of unbalanced force, accurate slip distance, and reduced risk factor

Active Publication Date: 2022-05-17
CHINA CONSTR FIRST BUILDING GRP CORP LTD
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Problems solved by technology

[0003] However, in the process of pushing the steel box girder using the jacking method, the supporting structure at the bottom of the steel box girder has the problem of unbalanced force
That is, the stress of the supporting structure changes greatly, which will increase the construction risk factor and affect the accuracy of the movement of the steel box girder
It can be seen that, using the method provided by the prior art to carry out steel box girder construction, there are problems that the steel box girder cannot be accurately moved to the target position and the risk factor is large during the construction process.

Method used

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  • A construction scheme optimization method, optimization device, and optimization system
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[0044] In order to clearly describe the technical solutions of the embodiments of the present invention, in the embodiments of the present invention, words such as "first" and "second" are used to distinguish the same or similar items with basically the same function and effect. For example, the first threshold and the second threshold are only used to distinguish different thresholds, and their sequence is not limited. Those skilled in the art can understand that words such as "first" and "second" do not limit the number and execution order, and words such as "first" and "second" do not necessarily limit the difference.

[0045] It should be noted that, in the present invention, words such as "exemplary" or "for example" are used as examples, illustrations or illustrations. Any embodiment or design described herein as "exemplary" or "for example" should not be construed as being preferred or advantageous over other embodiments or designs. Rather, the use of words such as "ex...

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Abstract

The invention provides an optimization method, an optimization device and an optimization system of a construction scheme, which relate to the technical field of building construction and solve the problems in the prior art that the steel box girder cannot be accurately moved to the target position, and the technology with a large risk factor during the construction process question. The optimization method of the construction scheme is used for optimizing the bridge construction scheme of the steel box girder structure. The optimization method of the construction scheme includes: when the steel box girder slides on the support structure under the action of the pushing mechanism, the force deformation information of the support structure is obtained. Analyze the stress and deformation information of the supporting structure to determine the structural state of the supporting structure. In the case that the structural state of the supporting structure does not match the preset structural state, the construction plan is optimized according to the structural state of the supporting structure and the preset structural state. The present invention also provides a device for optimizing a construction scheme, a system for optimizing a construction scheme, and a computer storage medium for executing the method for optimizing the above construction scheme.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to an optimization method, an optimization device and an optimization system of a construction scheme. Background technique [0002] Steel box girder is one of the widely used structures in road and bridge construction. In the prior art, the steel box girder on the support structure is usually constructed by a jacking method. [0003] However, in the process of pushing the steel box girder by the jacking method, the support structure at the bottom of the steel box girder has the problem of unbalanced force. That is to say, the large change in the stress of the supporting structure will increase the construction risk factor and affect the accuracy of the movement of the steel box girder. It can be seen that, using the method provided by the prior art to carry out steel box girder construction, there are problems that the steel box girder cannot be accurately moved to ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/13G06F30/23G06Q10/04G06Q50/08G06F119/14
CPCG06F30/13G06F30/23G06Q10/04G06Q50/08G06F2119/14
Inventor 樊晓锋张林杨翀翔吴帅王伟柳金员陈星宋文亮
Owner CHINA CONSTR FIRST BUILDING GRP CORP LTD
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