Arch bridge grid beam hoisting displacement control method capable of eliminating temperature influence

A technology of displacement control and lattice girders, which is applied in the direction of bridges, arch bridges, bridge forms, etc., can solve the problems of uneven line shape, affecting the construction accuracy, the force of the boom, and the shortening of the life of the boom, so as to eliminate the cumulative error value of displacement and avoid The effect of undulating bridge deck and simple control optimization method

Active Publication Date: 2020-08-25
GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD +1
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  • Application Information

AI Technical Summary

Problems solved by technology

The influence of temperature on the construction of steel structure bridges has become a factor that cannot be ignored, and even becomes a part of the load control in design and construction. To completely eliminate the influence of temperature, each construction section must be completed at the design reference temperature. Obviously It is unrealistic, especially in the hot summer season, the surface temperature of the steel structure is close to 60 ℃, which is much higher than the closing temperature, and the temperature rises. Due to thermal expansion and cold contraction, the boom elongates, the lattice girders and suspenders on the bridge deck elongate, The vault will tilt, and the displacement is difficult to control, which will seriously affect the construction accuracy and the force of the suspenders after the bridge is completed, resulting in uneven alignment and shortened life of the suspenders, resulting in uneven bridge decks, poor driving comfort, and vehicle speeds that cannot meet the design requirements , Poor traffic capacity and other issues
This phenomenon is very common. Builders can only take into account the progress and quality. Most of them choose to work at night to reduce the impact of temperature, but this will inevitably lead to poor construction control accuracy, especially the precise control of displacement, low work efficiency, and long construction period. Forced to extend, there are many sources of risk in nighttime construction, high construction risk, low utilization rate of human resources, and construction cost will rise linearly. How to effectively reduce the impact of temperature is an urgent task

Method used

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  • Arch bridge grid beam hoisting displacement control method capable of eliminating temperature influence
  • Arch bridge grid beam hoisting displacement control method capable of eliminating temperature influence
  • Arch bridge grid beam hoisting displacement control method capable of eliminating temperature influence

Examples

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Embodiment

[0043] Long-span medium-supported concrete-filled steel tube arch bridge A, see attached figure 1 , will be hoisted from June to August, the design closing temperature is 25°C, and the average daytime temperature from June to August is 36°C, a total of 38 lattice beam sections, each section is based on a 2-day engineering quantity It is calculated that it will take 72 days to complete the project, but considering that the daytime temperature is too high, the installation and welding work can only be carried out at night. The construction chooses a period from 23:00 in the evening to before 6:00 the next morning when the temperature is stable and low. If you work at night The efficiency is calculated according to 80% of the daytime, and it is estimated that the project volume of 2 days can only be completed by 2d×80%×50%=0.8d, so that the construction period of 72 days is forced to be delayed to 180 days. , The loss due to the impact of the construction period alone is greater ...

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Abstract

The invention discloses an arch bridge grid beam hoisting displacement control method capable of eliminating temperature influence. Displacement control in the process is carried out by taking an archbridge with a suspender as an engineering object; a temperature correction factor is introduced, the displacement of the hoisting construction of the arch bridge grid beam is controlled,the influenceof the temperature on the displacement of the grid beam is eliminated,the minimum temperature influence of the hoisting grid beam is used as a target function,analysis is conductedby taking the displacement for controlling bridging closest to a reasonable bridging state as a constraint condition,the problem that the displacement of the grid beam is not easy to control due to the influence of temperature is well solved,the problems that the bridge floor is not smooth, the driving comfort is poor, the vehicle speed cannot meet the design requirement, and the traffic capacity is poor are solved,the arch bridge grid beam hoisting construction period is greatly shortened, the risk of forcibly selecting night construction is reduced, the economic cost is saved, wide application and popularization prospects are achieved, and huge economic benefits are brought.

Description

technical field [0001] The invention relates to the technical field of transportation bridge and culvert engineering, in particular to a method for controlling the hoisting displacement of arch bridge lattice girders that eliminates the influence of temperature. Background technique [0002] my country is a big country of arch bridges, and it is also a strong country of arch bridges. The arch bridge with the largest span in the world is a 575m concrete-filled steel pipe arch bridge under construction in China. Jiangyi Bridge, China's 500-meter-level arch bridge is currently developing vigorously, and the corresponding construction technology is also constantly innovating and improving in practice. Whether the smoothness of the bridge deck affects the driving comfort and the life of the boom is a problem that must be considered during the construction process. There are many factors that affect the alignment of the bridge deck after the completion of the bridge. For the steel...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D4/00G06F30/13G06F30/23G06F111/04
CPCE01D4/00E01D21/00G06F30/13G06F30/23G06F2111/04
Inventor 于孟生李玉彬马耀宗郝天之刘世建谭峰
Owner GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
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