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Real-time analysing and control system and method for large underground hole group construction at network environment

A technology for construction progress and underground caverns, applied in the direction of instruments, data processing applications, resources, etc., can solve problems such as inability to achieve networking, achieve the effect of increasing practical value, overcoming distance problems, and broad application prospects

Inactive Publication Date: 2006-09-13
TIANJIN UNIV
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  • Summary
  • Abstract
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AI Technical Summary

Problems solved by technology

Networked office currently has many applications in the field of water conservancy and hydropower engineering. However, most of the existing technologies are used in routine office, contract management, etc. As for the construction progress, it is often only the update and query of construction data information. operate
The calculation, analysis, adjustment, optimization and other work of the project schedule deviation cannot be networked, that is, the real-time analysis and control of the construction schedule based on the network environment cannot be truly achieved.

Method used

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  • Real-time analysing and control system and method for large underground hole group construction at network environment
  • Real-time analysing and control system and method for large underground hole group construction at network environment
  • Real-time analysing and control system and method for large underground hole group construction at network environment

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Embodiment Construction

[0031] The visual simulation of the underground cavern group takes the construction process of any stage as a whole, and carries out tracking simulation of the whole construction process of this stage from the beginning to the end. During the simulation process, not only the construction progress information can be obtained, such as schedule planning, key route finding, and ventilation simulation calculation, but also statistical calculations such as construction work surface, construction intensity, resource utilization rate, and traffic conditions of the road system can be performed. And analysis, so as to obtain a more comprehensive engineering construction progress in each period, and can be graphically expressed by combining GIS, 3DMax and other software, providing a powerful calculation and analysis tool for the construction of complex underground caverns.

[0032] Such as figure 1 As shown, it is the overall process of the real-time analysis and control method of the la...

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Abstract

A control system of construction schedule for large - scale underground cave group based on network environment combines visual artificial technique with S form curve of construction schedule. It comprises presentation layer used on management boundary, client end, statistic report boundary, status identification module, webpage, report output module, application layer, databank trigger, data indexing module, real time analysis and management module of construction schedule network plan of S form curve, analysis and regulation module, device configuration module and data layer.

Description

technical field [0001] The invention relates to an organizational design and construction project management system in water conservancy and hydropower projects, in particular to a visual simulation system and an implementation method for realizing real-time analysis and control of the construction progress of a large underground cavern group by using a network environment. Background technique [0002] Due to the large amount of excavation, high construction intensity and poor construction conditions, the construction of large underground caverns is an extremely complicated process. Therefore, for the construction of underground caverns, it is difficult to determine the cause of the deviation in the construction schedule and analyze the nature of the deviation, and it is difficult to determine whether necessary corrective measures need to be taken, and it is difficult to formulate economic Reasonable corrective measures, adjustments to the construction schedule, and key poi...

Claims

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Application Information

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IPC IPC(8): G06Q10/00G06Q50/00G06Q10/06G06Q50/08
Inventor 钟登华宋洋刘奎建杨晓刚
Owner TIANJIN UNIV
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