Control method forrealizing precision of jacking steel tube arch rib closure based on BIM (building information modeling) technology

A technology of steel pipe arch ribs and control methods, applied in the direction of erecting/assembling bridges, bridge materials, bridges, etc., can solve the problems of lack of intuitive visual reference, many system conversion procedures, and long construction period

Inactive Publication Date: 2019-07-26
THE 5TH CONSTR COMPANY LTD OF CHINA RAILWAY 15TH BUREAU GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The structure has the characteristics of large span, complex structure, many system conversion procedures, and long construction period.
The continuous beam-arch adopts the construction method of beam first and then arch. Continuous beam construction is a very mature construction technology; the construction process is as follows: construction preparation → pre-embedded steel pipe arch rib segment at the arch base → erecting steel pipe arch rib support → pouring roof Push the foundation and install rails → install the push wheel box group, longitudinal and horizontal beams, and transverse Bailey beam groups → install steel pipe arch ribs symmetrically and segmentally from both ends, install longitudinal Bailey beams, and tension temporary steel strands → remove steel pipe arch ribs Bracket → install jacking jacks, test pushing → official pushing → pushing into place → welding and repairing the closing section → removing the pushing device, releasing temporary steel strands → pouring concrete for the second phase of the abutment; the existing technology is aimed at closing Routine calculation of segment deviation, but lack of visibility; especially when corrective measures need to be taken, there is a lack of intuitive visual reference, and scheme simulation cannot be realized

Method used

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Embodiment Construction

[0018] The present invention is described in conjunction with specific embodiment:

[0019] A control method based on BIM technology to realize the closing accuracy of the arch ribs of the jacking steel pipe. The control method adopts BIM technology to realize the jacking of the steel pipe by controlling three factors: before the jacking, after the jacking is in place, before the fitting and closing, and the temperature. The specific steps of the precision control of arch rib closure are as follows:

[0020] 1) Collect measurement data

[0021] Steel pipe arch ribs are made of metal. Affected by the temperature gradient, the horizontal displacement and vertical deflection of steel pipe arch ribs are likely to change. According to the requirements of the design drawings, the construction temperature of the chiseled and repaired section shall be controlled within the range of 15°C to 25°C. Since the construction is under construction in summer, it is advisable to construct th...

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PUM

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Abstract

The invention belongs to the technical field of railway construction, and relates to a control method for realizing the precision of jacking a steel tube arch rib closure based on BIM (building information modeling) technology. According to the control method for realizing the precision of jacking the steel tube arch rib closure based on the BIM technology,the control of precision of jacking the steel tube arch rib closure is realized by adopting the BIM technology and controlling threes factors of the condition before jacking, the condition after in-place jacking and before closure patching,and temperature,the BIM technology of the control method for realizing the precision of jacking the steel tube arch rib closure based on BIM technologyis used for collecting and controllingthree-dimensional deviationintuitive data of an arch support pre-buried steel tube arch rib and a jacking section steel tube arch rib and becomes a decisive factor for realizing the closure precision of an archrib patching section; a"digitization" modeling function with strong BIM technology is used, and actually measured three-dimensional coordinate data provided by a survey crew are utilized; a first twodata comparison of steel tube arch rib closure jacking in the space can be realized through project tab loading; and the 3D visual function is used for intuitively judging the exact position of deviation overrun, and it is ensured that the closure patching precision meets specifications and requirements.

Description

technical field [0001] The invention belongs to the technical field of railway construction, and in particular relates to a control method based on BIM technology to realize the closing precision of the arch ribs of pushing steel pipes. Background technique [0002] The long-span continuous beam-arch of high-speed railway passenger dedicated line is a typical beam-arch composite structure. The structure has the characteristics of large span, complex structure, many system conversion procedures, and long construction period. The continuous beam-arch adopts the construction method of beam first and then arch. Continuous beam construction is a very mature construction technology; the construction process is as follows: construction preparation → pre-embedded steel pipe arch rib segment at the arch base → erecting steel pipe arch rib support → pouring roof Push the foundation and install rails → install the push wheel box group, longitudinal and horizontal beams, and transverse...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D101/26
CPCE01D21/00E01D2101/26
Inventor 于安文郭军张学斌李合亮马辉杰李延强姚利珍谢建民王海军陈俊波严定国潘新江夏晓慧郑文涛
Owner THE 5TH CONSTR COMPANY LTD OF CHINA RAILWAY 15TH BUREAU GRP
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