Bridge reinforcement assembly graph adjusting method

An adjustment method and bridge technology, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as unintuitive, troublesome skeleton steel bars, and not image, and achieve strong practicability, simplified complicated procedures, and simple operation Effect

Active Publication Date: 2010-09-01
SHANGHAI TONGHAO CIVIL ENG CONSULTING
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  • Abstract
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  • Application Information

AI Technical Summary

Problems solved by technology

The existing method of manually configuring the skeleton reinforcement is cumbersome, not visual and intuitive, and the designer cannot immediately see the effect of the skeleton reinforcement modification. Once the reinforcement configuration is wrong in the middle, the reinforcement of the overall component must be re-arranged and calculated.
[0003] The amount of skeleton reinforcement data involved in the bridge design and calculation process is often very large, often hundreds of skeleton reinforcement, resulting in a heavy input workload for bridge designers and calculation personnel; at the same time, the configuration of the skeleton reinforcement of bridge components is an iterative The process often fails to complete the configuration of the skeleton reinforcement at one time, resulting in low work efficiency of bridge designers and calculation personnel, thus affecting the progress of the project

Method used

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  • Bridge reinforcement assembly graph adjusting method
  • Bridge reinforcement assembly graph adjusting method
  • Bridge reinforcement assembly graph adjusting method

Examples

Experimental program
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Effect test

Embodiment 1

[0068] Embodiment 1, the present invention edits the skeleton reinforcement of the bridge member-cover beam, and describes in detail the configuration process of the member reinforcement using the skeleton editor in combination with the skeleton editor displayed on the upper and lower positions of the visual graphical interface and the corresponding reinforcement structure diagram. :

[0069] Skeleton Editor Before editing, see Figure 4A As shown in the bridge component cover beam, the outermost layer of the bridge component cover beam is the outer enclosure frame 23 of the cover beam, and there are two symmetrical support centerlines 21 distributed in the skeleton reinforcement, which are determined according to the distance from the support centerline 21 The specific position of the bending key point of the upper edge of the skeleton, there are skeleton steel bars with different bending angles and directions distributed in the outer enclosure frame 23 of the cover beam.

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Embodiment 2

[0080] Embodiment 2: The present invention edits the skeleton reinforcement of the bridge member-box girder crossbeam. The skeleton editor and the corresponding reinforcement structure diagram displayed on the visual graphical interface are described in detail below to use the skeleton editor to configure the reinforcement of the member. process:

[0081] Skeleton Editor Before editing, see Figure 7A The shown bridge component box girder beam, the outermost layer of the bridge component box girder beam is a box girder outer enclosure frame 71, and the inside of the box girder outer enclosure frame 71 is a box girder skeleton 74, and the box girder skeleton 74 is determined by the degree of curvature and Skeleton steel bars in different directions form together. The member box girder crossbeam has an axisymmetric structure with the support center line 75 as the axis of symmetry, and the skeleton steel bars on both sides of the support center line 75 also form a symmetrical st...

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PUM

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Abstract

The invention discloses a bridge reinforcement assembly graph adjusting method applied to bridge design software, providing a visual graph operation interface for editing skeleton reinforcing steel bar information for bridge construction member design software, and allocating corresponding skeleton reinforcing steel bar to bridge construction member by icon operation. A designer only needs to click all the icons on the visual graph operation interface by mouse, so as to conveniently display the required skeleton reinforcing steel bar information. The designer drags the information icon for skeleton reinforcing steel bar by mouse, and a corresponding changing drawing of the adjusted skeleton reinforcing steel bar can be seen, the dragging is carried out until the skeleton reinforcing steel bar is adjusted to the expected effect position. The icon reflecting the skeleton reinforcing steel bar information and the adjusted skeleton reinforcing steel bar are linked and are corresponding in real time. The invention effectively simplifies the original trivial procedure that skeleton reinforcing steel bar information is input manually, skeleton reinforcing steel bar is allocated to bridge construction member by operating the icon for skeleton reinforcing steel bar, operation is simple, and time and effort can be saved.

Description

technical field [0001] The invention relates to the field of bridge design informatization, in particular to a bridge reinforcement graphic adjustment method applied to bridge design software. Background technique [0002] At present, large-scale bridge projects need to simulate and design a feasible bridge model through bridge software before construction. One of the important tasks is to configure the corresponding skeleton reinforcement for the components of the bridge model. For a long time, the configuration of skeleton reinforcement of bridge components has always been a very cumbersome problem. It is impossible to use programs to simplify the user's input calculation and graphics drawing. Users must manually input the shape and properties of each skeleton reinforcement according to the reinforcement scheme, and then Verify the correctness of the configuration of the skeleton reinforcement, so as to achieve the purpose of bridge reinforcement. The existing method of m...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
Inventor 周宗泽韩厚正陈刚艾有刚陈德平王泽成刘琨
Owner SHANGHAI TONGHAO CIVIL ENG CONSULTING
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