BIM based project pile construction method

A construction method and engineering pile technology, applied in the direction of instruments, electrical digital data processing, data processing applications, etc., can solve the problems of steel cage processing, construction organization influence, inability to visually determine the trend and relationship, and engineering pile end hole errors, etc. Achieve the effects of reducing the difficulty of construction organization, quickly judging the rationality of changes, and clearly classifying

Inactive Publication Date: 2017-06-09
NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD
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Problems solved by technology

[0002] In the construction of building pile foundations, the construction length of engineering piles is generally analyzed in detail through the engineering geological survey report. Some piles need to be drilled ahead of time to confirm the depth of the pile bearing layer. The confirmation of pile length is based on the analysis and arrangement of two-dimensional graphic data. , formi

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  • BIM based project pile construction method

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[0040] It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0041] refer to figure 1 , figure 1 It is a schematic flow chart of a preferred embodiment of the BIM-based engineering pile construction method of the present invention.

[0042] In this preferred embodiment, a kind of engineering pile construction method based on BIM comprises the following steps:

[0043] Step S10, according to the drawings and geological survey reports, the rock formation, engineering piles, site environment and reinforcement cage models are established;

[0044] Step S20, using the simulation function of navisworks software to dynamically simulate and display the construction site layout plan to determine the construction site layout plan, and carry out site layout according to the determined construction site layout plan;

[0045] Step S30, generating engineering pile coordinate position info...

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Abstract

The invention discloses a BIM based project pile construction method. The method includes the following steps: establishing a rock stratum model, a project pile model, a site environment model and a steel bar cage model; performing dynamic simulation display on a construction site layout plan through a navisworks so as to determine a construction site layout plan, and performing site layout according to the determined construction site layout plan; generating project pile coordinate position information in revit software, and performing line arrangement positioning; determining the final hole depth through the revit software and the site elevation, and performing hole drilling according to the final hole depth; performing whole model establishment on the steel bar cage model by using the revit software, and performing manufacturing and construction according to the established steel bar cage model; and determining the amount of concrete and steel bars through the revit software, and performing concrete pouring on the project piles. The BIM based project pile construction method can improve the construction efficiency of the project piles.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a BIM-based engineering pile construction method. Background technique [0002] In the construction of building pile foundations, the construction length of engineering piles is generally analyzed in detail through the engineering geological survey report. Some piles need to be drilled ahead of time to confirm the depth of the pile bearing layer. The confirmation of pile length is based on the analysis and arrangement of two-dimensional graphic data. , forming the final conclusion to confirm the pile length, it is impossible to visually judge the trend and relationship of each underground rock layer, and it is easy to cause errors in the end holes of engineering piles when encountering interlayers and boulders, which will affect the processing of steel cages and construction organization, thus affecting Overall construction period and cost. Contents of the inventi...

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Application Information

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IPC IPC(8): G06F17/50G06Q50/08
CPCG06F30/13G06F30/20G06Q50/08
Inventor 苏章汪小东寇广辉李文建
Owner NO 1 CONSTR ENG CO LTD OF CHINA CONSTR THIRD ENG BUREAU CO LTD
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