CN108510202A - The monitoring information management method and managing device of building are worn under hydraulic tunnel - Google Patents
The monitoring information management method and managing device of building are worn under hydraulic tunnel Download PDFInfo
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- CN108510202A CN108510202A CN201810311105.7A CN201810311105A CN108510202A CN 108510202 A CN108510202 A CN 108510202A CN 201810311105 A CN201810311105 A CN 201810311105A CN 108510202 A CN108510202 A CN 108510202A
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Abstract
The invention discloses the monitoring information management method for wearing building under a kind of hydraulic tunnel, this method includes：Obtain the tunnel state parameter during constructing tunnel；Judge whether current constructing operation meets design requirement based on tunnel state parameter, and generates judging result；In the case where judging result is that current constructing operation does not meet design requirement, the unqualified parameter that design requirement is not met in tunnel state parameter is extracted；Corresponding construction adjustment is generated based on unqualified parameter to suggest.The invention also discloses the monitoring information managing devices that building is worn under a kind of hydraulic tunnel.By being monitored in real time to construction infection parameter, and abnormal construction infection parameter is analyzed to generate corresponding Adjusted Option, with while reducing analysis data volume, improve monitoring accuracy, go out more accurate cause of accident for abnormal data analysis, provides more accurate Adjusted Option, improve monitoring and analysis efficiency, monitoring hysteresis quality is avoided, ensure that effective monitoring.
Description
Technical field
The invention belongs to technical field of tunnel construction, and in particular to the monitoring information pipe of building is worn under a kind of hydraulic tunnel
Reason method and managing device.
Background technology
With the continuous development of engineering technology, for the continuous improvement of ability is naturally transformed, people are for underground construction
Ability be also continuously improved, further, with the continuous development of urbanization process, the demand of underground construction is also got in city
Come bigger, project under construction is also more and more.
Underground construction is carried out inside stratum, and inevitable disturbed strata of constructing, caused stratum deformation can lead to ground
Table is built and existing pipeline facility destroys.Therefore, constructing tunnel will consider the influence to urban environment.Caused by constructing tunnel
Stratum deformation, especially surface structures facility is intensive, heavy traffic, rich groundwater city in carry out constructing tunnel, it is right
Cause the mechanical response rule of stratum over time and space in digging process, the corresponding mechanical response of different construction methods can be with
It is realized by construction monitoring, and predicts the development of stratum deformation in time, feedback construction, shadow of the control underground engineering construction to environment
The degree of sound.
However conventionally, as underground engineering and the fundamental difference of ground surface works are its residing surrounding enviroment
Ever-changing and its outer lotus born has very high randomness, therefore results in each underground engineering in the construction process
Mechanical change be that result is influenced caused by multifarious but different influence factor may be identical, Er Qiegong again
The practical mechanics changing value occurred during journey there is no the method for method mathematical computations or so far with simple number mould
Quasi- method obtains.Therefore, often first determination may influence construction effect and apply in the construction process in the prior art
All parameters of work environment, and monitor simultaneously, when there is construction exception or construction accident, all monitoring datas are divided
Analysis, to analyze cause of accident, but this scheme calculating data volume is very big, and interference is more, it is thus possible to can not obtain and correctly divide
Analysis as a result, simultaneously the prior art have certain hysteresis quality, often when accident occurs just can compensating property analyze, Wu Faman
Sufficient on-site supervision demand.
Invention content
In order to overcome the monitoring effect lag and monitoring analysis result of monitoring method during constructing tunnel in the prior art
The not high technical problem of accuracy, an embodiment of the present invention provides the monitoring information managers that building is worn under a kind of hydraulic tunnel
Method and managing device improve monitoring accuracy, can be directed to abnormal data analysis and go out more accurate cause of accident, corresponding
More accurate Adjusted Option is provided, due to reducing analysis data volume, monitoring and analysis efficiency is also substantially increased, avoids prison
The hysteresis quality of control ensure that the validity of monitoring.
To achieve the above object, the present invention provides the monitoring information management method for wearing building under a kind of hydraulic tunnel,
The management method includes：Obtain the tunnel state parameter during the constructing tunnel；Sentenced based on the tunnel state parameter
Whether current constructing operation of breaking meets design requirement, and generates judging result；The judging result be current constructing operation not
In the case of meeting design requirement, the unqualified parameter that design requirement is not met in the tunnel state parameter is extracted；Based on institute
It states unqualified parameter and generates corresponding construction adjustment suggestion.
Preferably, the tunnel state parameter include tunnel vault sedimentation, tunnel convergence, ground settlement, in layering it is heavy
Drop, earth horizontal displacement, building settlement, building tear, pipe settlement, level of ground water, country rock deep displacement, in reinforcing bar
Power, bracing members axle power, anchor axial force, pressure from surrounding rock.
Preferably, described to judge whether current constructing operation meets design requirement based on the tunnel state parameter and raw
At judging result, including：Current Construction Mode is obtained, and the tunnel state parameter is determined based on the current Construction Mode
Frequency acquisition and collection period；The tunnel state parameter is acquired with the frequency acquisition and the collection period, and will
The tunnel state parameter acquired accumulates chart；Go out the deformation of building in monitoring range based on the graphic analyses to become
Gesture；Judge whether the deformation tendency can damage the building；The building can be made in the deformation tendency
In the case of at damage, judge that current constructing operation does not meet design requirement.
Preferably, described to judge whether the deformation tendency damage the building, including：Based on the change
Shape trend obtains final changing value of the tunnel state parameter in preset time；Judge whether the final changing value is more than
Default change threshold；In the case where the final changing value is more than the default change threshold, the deformation tendency meeting is determined
The building is damaged.
Preferably, described that corresponding construction adjustment suggestion is generated based on the unqualified parameter, including：Do not conformed to based on described
Lattice parameter, the sequence and the adjustment of the excavation of time for generating corresponding adjustment excavation operation are suggested, or generate corresponding adjustment supporting
The sequence of operation and the supporting of time adjustment are suggested.
Preferably, described to be based on the unqualified parameter, it generates corresponding adjustment and excavates the sequence of operation and opening for time
It digs adjustment to suggest, or the sequence of the corresponding adjustment supporting operation of generation and the supporting of time adjustment are suggested, including：Described in obtaining not
The phase change situation in each period of the qualification parameters in the collection period；Described in the phase change situation analysis
The Deviation Type of unqualified parameter；In the case where the Deviation Type is periodic deviation, generates the supporting adjustment and suggest；
In the case that the Deviation Type is stage deviation, generates the excavation adjustment and suggest.
Preferably, the Deviation Type that the unqualified parameter is analyzed based on the situation of change, including：Described in judgement
Whether variation range of the unqualified parameter in current collection period exceeds predetermined period variation range；Judge the unqualified ginseng
Whether variation range of the number in all collection period be beyond default phase change range；It is adopted currently in the unqualified parameter
Collect the variation range in the period beyond the predetermined period variation range and the unqualified parameter is in all collection period
In the case that variation range is without departing from the default phase change range, determine that the Deviation Type is periodic deviation；Described
In the case that variation range of the unqualified parameter in all collection period exceeds the phase change range, the deviation is determined
Ranging from stage deviation.
Correspondingly, the present invention also provides the monitoring information managing device for wearing building under a kind of hydraulic tunnel, the management
Device includes：Parameter acquisition module, for obtaining the tunnel state parameter during the constructing tunnel；Judgment module is used for
Judge whether current constructing operation meets design requirement based on the tunnel state parameter, and generates judging result；Extraction module,
For in the case where the judging result is that current constructing operation does not meet design requirement, extracting in the tunnel state parameter
The unqualified parameter of design requirement is not met；Suggestion module, for generating corresponding construction adjustment based on the unqualified parameter
It is recommended that.
Preferably, the judgment module includes：Determination sub-module is worked as obtaining current Construction Mode, and based on described
Preceding Construction Mode determines the frequency acquisition and collection period of the tunnel state parameter；Chart generates submodule, for institute
It states frequency acquisition and the collection period acquires the tunnel state parameter, and the tunnel state parameter acquired is accumulated
Chart；Analyze submodule, the deformation tendency for going out the building in monitoring range based on the graphic analyses；Damage judges son
Module, for judging whether the deformation tendency can damage the building；It is required that judging submodule, for described
In the case that deformation tendency can damage the building, judge that current constructing operation does not meet design requirement.
Preferably, described that corresponding construction adjustment suggestion is generated based on the unqualified parameter, including：Do not conformed to based on described
Lattice parameter, the sequence and the adjustment of the excavation of time for generating corresponding adjustment excavation operation are suggested, or generate corresponding adjustment supporting
The sequence of operation and the supporting of time adjustment are suggested.
The technical solution provided through the invention, the present invention at least have the following technical effect that：
It by obtaining corresponding construction infection parameter according to current execution conditions, and is monitored in real time, when applying for monitoring
After exception occur in partial parameters in work affecting parameters, corresponding Adjusted Option is generated for abnormal construction infection parameter, from
And in the case where greatly reducing analysis data volume, monitoring accuracy is improved, abnormal data analysis can be directed to and gone out
More accurate cause of accident, it is corresponding to provide more accurate Adjusted Option, due to reducing analysis data volume, also substantially increase
Monitoring and analysis efficiency, avoid the hysteresis quality of monitoring, ensure that the validity of monitoring.
Other features and advantages of the present invention will be described in detail in subsequent specific embodiment part.
Description of the drawings
Fig. 1 is the specific implementation for the monitoring information management method that building is worn under hydraulic tunnel provided in an embodiment of the present invention
Flow chart；
Fig. 2 is that construction is judged in the monitoring information management method for worn under hydraulic tunnel provided in an embodiment of the present invention building
Whether operation meets the specific implementation flow chart of design requirement；
Fig. 3 is the structural representation for the monitoring information managing device that building is worn under hydraulic tunnel provided in an embodiment of the present invention
Figure.
Specific implementation mode
In order to overcome the monitoring effect lag and monitoring analysis result of monitoring method during constructing tunnel in the prior art
The not high technical problem of accuracy, the embodiment of the present invention provide the monitoring information management method that building is worn under a kind of hydraulic tunnel
And managing device, it by obtaining corresponding construction infection parameter according to current execution conditions, and is monitored in real time, when monitoring
After exception occur in partial parameters in construction infection parameter, corresponding Adjusted Option is generated for abnormal construction infection parameter,
To in the case where greatly reducing analysis data volume, improve monitoring accuracy, abnormal data analysis can be directed to
Go out more accurate cause of accident, it is corresponding to provide more accurate Adjusted Option, due to reducing analysis data volume, also greatly improve
Monitoring and analysis efficiency, avoid the hysteresis quality of monitoring, ensure that the validity of monitoring.
The specific implementation mode of the embodiment of the present invention is described in detail below in conjunction with attached drawing.It should be understood that this
The described specific implementation mode in place is merely to illustrate and explain the present invention embodiment, is not intended to restrict the invention embodiment.
Term " system " and " network " in the embodiment of the present invention can be used interchangeably." multiple " refer to two or two with
On, in consideration of it, " multiple " can also be interpreted as " at least two " in the embodiment of the present invention."and/or" describes affiliated partner
Incidence relation indicates may exist three kinds of relationships, for example, A and/or B, can indicate：Individualism A exists simultaneously A and B, single
Solely there are these three situations of B.In addition, character "/", unless otherwise specified, it is a kind of "or" to typically represent forward-backward correlation object
Relationship.In addition, it is necessary to understand, in the description of the embodiment of the present invention, the vocabulary such as " first ", " second " are only used for distinguishing
The purpose of description, is not understood to indicate or imply relative importance, can not be interpreted as instruction or hint sequence.
As shown in Figure 1, the present invention discloses the monitoring information management method for wearing building under a kind of hydraulic tunnel, the management
Method includes：
S10 the tunnel state parameter during the constructing tunnel) is obtained；
S20) judge whether current constructing operation meets design requirement based on the tunnel state parameter, and generate judgement knot
Fruit；
S30) in the case where the judging result is that current constructing operation does not meet design requirement, the tunnel-like is extracted
The unqualified parameter of design requirement is not met in state parameter；
S40 it) is based on the unqualified parameter and generates corresponding construction adjustment suggestion.
In embodiments of the present invention, the tunnel state parameter include tunnel vault sedimentation, tunnel convergence, ground settlement,
Delaminating deposition, earth horizontal displacement, building settlement, building tear, pipe settlement, level of ground water, country rock deep position in ground
Shifting, steel bar anchoring, bracing members axle power, anchor axial force, pressure from surrounding rock.
In embodiments of the present invention, by being monitored to the construction infection relevant parameter during constructing tunnel, according to
Currently whether construction meets design requirement the condition adjudgements of all parameters, in the variation for having parameter not meet design requirement
In the case of, changed parameter is extracted from all parameters immediately, and analyzed according to changed parameter, because
This operand with very little, and very high operation efficiency, to quickly obtain corresponding analysis result and construction adjustment
It is recommended that other ginsengs can be excluded due to being analyzed only for changed parameter with real-time monitoring effect
The interference that number is brought, improves the accuracy of analysis result.
Fig. 2 is referred to, it is in embodiments of the present invention, described to judge that current constructing operation is based on the tunnel state parameter
It is no to meet design requirement, and judging result is generated, including：
S21 current Construction Mode) is obtained, and determines the acquisition of the tunnel state parameter based on the current Construction Mode
Frequency and collection period；
S22 the tunnel state parameter, and the tunnel that will be acquired) are acquired with the frequency acquisition and the collection period
Road state parameter accumulates chart；
S23) go out the deformation tendency of the building in monitoring range based on the graphic analyses；Judging the deformation tendency is
It is no the building to be damaged；
S24) in the case where the deformation tendency can damage the building, judge that current constructing operation is not inconsistent
Close design requirement.
Further, in embodiments of the present invention, described to judge whether the deformation tendency cause the building
Damage, including：Final changing value of the tunnel state parameter in preset time is obtained based on the deformation tendency；Judge institute
State whether final changing value is more than default change threshold；The case where the final changing value is more than the default change threshold
Under, determine that the deformation tendency can damage the building.
In a kind of possible embodiment, after the assessment and preparation for carrying out early period, construction personnel determines
Construction Mode is to be constructed using two benching tunnelling methods, in conjunction with the assessment result and Construction Mode to the building around tunnel, is determined
Be that acquisition is primary per half an hour to the frequency acquisition of tunnel state parameter, collection period be weekly a data collection cycle,
Data collection task once carried out to determining tunnel state parameter according to above-mentioned frequency acquisition and collection period, and by acquisition
Tunnel state parameter summarizes for statistical graph, such as summarizes for line chart, after the data monitoring for having carried out 4 weeks, construction personnel
It was found that the sedimentation value of the ground of a certain building is 2mm and 4mm, the building is observed every 4 weeks in conjunction with the monitoring data before 4 weeks
The differential settlement of 2mm is will produce, and the maximum settlement difference that the building allows is 10mm, the current residual construction time is 6 months, i.e.,
The differential settlement of the building can reach the maximum value of permission in 5th month construction, therefore judge the deformation tendency of the building
The building can be damaged, to judge that current constructing operation does not meet design requirement.
In embodiments of the present invention, it by being monitored in real time to every construction parameter in work progress, and analyzes
The deformation tendency of building corresponding to the variation of each parameter is in the future so as to analyze current Construction Mode in advance
It is no the building to be damaged, rather than just arrangement and method for construction is adjusted in the case of having occurred and that construction accident
It is whole or adopt remedial measures, thus the embodiment of the present invention can anticipatory analysis to go out current Construction Mode undesirable, and in advance
It is adjusted, to further ensure the during constructing tunnel personal safety of construction personnel and the building around tunnel
Object it is safe to use, there is advanced monitoring effect, while only needing to analyze a small amount of parameter for being abnormal variation, because
This also improves the accuracy of monitoring under the premise of reducing analysis data volume.
In embodiments of the present invention, described that corresponding construction adjustment suggestion is generated based on the unqualified parameter, including：Base
In the unqualified parameter, the sequence and the adjustment of the excavation of time that generate corresponding adjustment excavation operation are suggested, or generate correspondence
Adjustment supporting operation sequence and the supporting of time adjustment suggest.
Further, in embodiments of the present invention, described to be based on the unqualified parameter, it generates corresponding adjustment and excavates behaviour
Sequence and the excavation of the time adjustment of work are suggested, or the sequence of the corresponding adjustment supporting operation of generation and the supporting of time adjustment are built
View, including：Obtain the phase change situation in each period of the unqualified parameter in the collection period；Based on the rank
Section situation of change analyzes the Deviation Type of the unqualified parameter；In the case where the Deviation Type is periodic deviation, generate
The supporting adjustment is suggested；In the case where the Deviation Type is stage deviation, generates the excavation adjustment and suggest.
Further, in embodiments of the present invention, described that the inclined of the unqualified parameter is analyzed based on the situation of change
Poor type, including：Judge whether variation range of the unqualified parameter in current collection period changes beyond predetermined period
Range；Judge variation range of the unqualified parameter in all collection period whether beyond default phase change range；
Variation range of the unqualified parameter in current collection period is beyond the predetermined period variation range and described unqualified
In the case that variation range of the parameter in all collection period is without departing from the default phase change range, the deviation is determined
Type is periodic deviation；Exceed the phase change range in variation range of the unqualified parameter in all collection period
In the case of, determine that the deviation range is stage deviation.
In a kind of possible embodiment, during constructing tunnel, constructing tunnel personnel monitoring is in progress tunnel
Preliminary bracing after, the preliminary bracing relevant parameter and tunnel relevant parameter in tunnel are monitored, such as observe presence
Concrete spray coating cracks and the generation of chip off-falling phenomenon, while to the horizontal convergence speed, vault sinking speed and headroom in tunnel
The parameters such as pace of change are monitored, and in embodiments of the present invention, the collection period of above three parameter is one day, and on the day of
The variation for collecting above three parameter is respectively：Horizontal convergence speed is 0.17mm/ days, and Vault settlement speed is 0.22mm/
It, headroom change speed is 6.0mm/ days；Since collected horizontal convergence speed is less than default convergence rate (default convergence speed
Degree 0.20mm/ days), but Vault settlement speed is more than default sinking speed (default sinking speed 0.15mm/ days), headroom change speed
Degree is more than default pace of change (default pace of change 5.0mm/ days), then illustrates that the stability of current tunnel country rock is insufficient, into one
Step ground, by checking that pervious monitoring data is found, the current average level convergence rate in tunnel is 0.16mm/ days, average to encircle
It is 0.18mm/ days to push up sinking speed, and average headroom change speed is 4.8mm/ days, is below corresponding preset value, it is thus determined that
The Deviation Type of the deviation is periodic deviation, therefore generates corresponding supporting variance analysis result and supporting adjustment suggestion, and
It is immediately transmitted at the relevant person in charge of constructing tunnel.
In embodiments of the present invention, by during constructing tunnel, being supervised in real time to the relevant parameter of constructing tunnel
Control, and the parameter for generating exception or anomalous variation is analyzed, it is corresponding with the parameter of exception or anomalous variation to quickly generate
Adjusted Option, rather than the entire arrangement and method for construction of construction is adjusted, therefore abnormal data analysis can be directed to and be gone out more
Accurate cause of accident, it is corresponding to provide more accurate Adjusted Option, monitoring accuracy is improved, the work of construction personnel is reduced
It measures, improves work efficiency, while improving the response speed during constructing tunnel monitoring, due to reducing analysis data
Amount, also substantially increases monitoring and analysis efficiency, avoids the hysteresis quality of monitoring, ensure that the validity of monitoring.
It is provided for the embodiments of the invention the monitoring information management dress that building is worn under hydraulic tunnel below in conjunction with the accompanying drawings
It sets and illustrates.
Fig. 3 is referred to, same inventive concept is based on, the embodiment of the present invention provides the prison for wearing building under a kind of hydraulic tunnel
Apparatus for management of information is controlled, the managing device includes：Parameter acquisition module, for obtaining the tunnel during the constructing tunnel
State parameter；Judgment module judges whether current constructing operation meets design requirement for being based on the tunnel state parameter, and
Generate judging result；Extraction module, for the judging result be current constructing operation do not meet design requirement in the case of,
Extract the unqualified parameter that design requirement is not met in the tunnel state parameter；Suggestion module, for based on described unqualified
Parameter generates corresponding construction adjustment and suggests.
In embodiments of the present invention, the judgment module includes：Determination sub-module, for obtaining current Construction Mode, and
The frequency acquisition and collection period of the tunnel state parameter are determined based on the current Construction Mode；Chart generates submodule
Block, for acquiring the tunnel state parameter, and the tunnel-like that will be acquired with the frequency acquisition and the collection period
State parameter accumulates chart；Submodule is analyzed, is become for going out the deformation of building in monitoring range based on the graphic analyses
Gesture；Judging submodule is damaged, for judging whether the deformation tendency can damage the building；It is required that judging submodule
Block, in the case where the deformation tendency can damage the building, judging that current constructing operation is not met and setting
Meter requires.
In embodiments of the present invention, described that corresponding construction adjustment suggestion is generated based on the unqualified parameter, including：Base
In the unqualified parameter, the sequence and the adjustment of the excavation of time that generate corresponding adjustment excavation operation are suggested, or generate correspondence
Adjustment supporting operation sequence and the supporting of time adjustment suggest.
The optional embodiment of the embodiment of the present invention is described in detail above in association with attached drawing, still, the embodiment of the present invention is simultaneously
The detail being not limited in the above embodiment can be to of the invention real in the range of the technology design of the embodiment of the present invention
The technical solution for applying example carries out a variety of simple variants, these simple variants belong to the protection domain of the embodiment of the present invention.
It is further to note that specific technical features described in the above specific embodiments, in not lance
In the case of shield, it can be combined by any suitable means.In order to avoid unnecessary repetition, the embodiment of the present invention pair
Various combinations of possible ways no longer separately illustrate.
It will be appreciated by those skilled in the art that it is that can pass through to implement the method for the above embodiments
Program is completed to instruct relevant hardware, which is stored in a storage medium, including some instructions are used so that single
Piece machine, chip or processor (processor) execute all or part of step of each embodiment the method for the application.And it is preceding
The storage medium stated includes：USB flash disk, mobile hard disk, read-only memory (ROM, Read-Only Memory), random access memory
The various media that can store program code such as (RAM, Random Access Memory), magnetic disc or CD.
In addition, arbitrary combination can also be carried out between a variety of different embodiments of the embodiment of the present invention, as long as not disobeying
The thought for carrying on the back the embodiment of the present invention, equally should be considered as disclosure of that of the embodiment of the present invention.
Claims (10)
1. wearing the monitoring information management method of building under a kind of hydraulic tunnel, which is characterized in that the management method includes：
Obtain the tunnel state parameter during the constructing tunnel；
Judge whether current constructing operation meets design requirement based on the tunnel state parameter, and generates judging result；
In the case where the judging result is that current constructing operation does not meet design requirement, extract in the tunnel state parameter
The unqualified parameter of design requirement is not met；
Corresponding construction adjustment is generated based on the unqualified parameter to suggest.
2. management method according to claim 1, which is characterized in that the tunnel state parameter includes that tunnel vault is heavy
Drop, tunnel convergence, ground settlement, in delaminating deposition, earth horizontal displacement, building settlement, building tear, pipeline it is heavy
Drop, level of ground water, country rock deep displacement, steel bar anchoring, bracing members axle power, anchor axial force, pressure from surrounding rock.
3. management method according to claim 1, which is characterized in that described to be judged currently based on the tunnel state parameter
Whether constructing operation meets design requirement, and generates judging result, including：
Obtain current Construction Mode, and based on the current Construction Mode determine the tunnel state parameter frequency acquisition and
Collection period；
The tunnel state parameter is acquired with the frequency acquisition and the collection period, and the tunnel state acquired is joined
Number accumulates chart；
Go out the deformation tendency of the building in monitoring range based on the graphic analyses；
Judge whether the deformation tendency can damage the building；
In the case where the deformation tendency can damage the building, judge that current constructing operation does not meet design and wants
It asks.
4. management method according to claim 3, which is characterized in that described to judge whether the deformation tendency be to described
Building damages, including：
Final changing value of the tunnel state parameter in preset time is obtained based on the deformation tendency；
Judge whether the final changing value is more than default change threshold；
In the case where the final changing value is more than the default change threshold, determine that the deformation tendency can be to the building
Object damages.
5. management method according to claim 1, which is characterized in that described corresponding based on the unqualified parameter generation
Construction adjustment suggestion, including：
Based on the unqualified parameter, the sequence and the adjustment of the excavation of time that generate corresponding adjustment excavation operation are suggested, or raw
Suggest at the sequence and the supporting of time adjustment of corresponding adjustment supporting operation.
6. management method according to claim 5, which is characterized in that it is described to be based on the unqualified parameter, it generates and corresponds to
Adjustment excavate operation sequence and the excavation of time adjustment suggest, or generate it is corresponding adjustment supporting operation sequence and the time
Supporting adjustment suggest, including：
Obtain the phase change situation in each period of the unqualified parameter in the collection period；
Deviation Type based on unqualified parameter described in the phase change situation analysis；
In the case where the Deviation Type is periodic deviation, generates the supporting adjustment and suggest；
In the case where the Deviation Type is stage deviation, generates the excavation adjustment and suggest.
7. management method according to claim 6, which is characterized in that described to be based on not conforming to described in situation of change analysis
The Deviation Type of lattice parameter, including：
Judge whether variation range of the unqualified parameter in current collection period exceeds predetermined period variation range；
Judge variation range of the unqualified parameter in all collection period whether beyond default phase change range；
In variation range of the unqualified parameter in current collection period beyond the predetermined period variation range and described
In the case that variation range of the unqualified parameter in all collection period is without departing from the default phase change range, institute is determined
It is periodic deviation to state Deviation Type；
In the case where variation range of the unqualified parameter in all collection period exceeds the phase change range, really
The fixed deviation range is stage deviation.
8. a kind of managing device of constructing tunnel process, which is characterized in that the managing device includes：
Parameter acquisition module, for obtaining the tunnel state parameter during the constructing tunnel；
Judgment module judges whether current constructing operation meets design requirement for being based on the tunnel state parameter, and generates
Judging result；
Extraction module, in the case where the judging result is that current constructing operation does not meet design requirement, described in extraction
The unqualified parameter of design requirement is not met in tunnel state parameter；
Suggestion module is suggested for generating corresponding construction adjustment based on the unqualified parameter.
9. managing device according to claim 8, which is characterized in that the judgment module includes：
Determination sub-module determines that the tunnel state is joined for obtaining current Construction Mode, and based on the current Construction Mode
Several frequency acquisitions and collection period；
Chart generates submodule, for acquiring the tunnel state parameter with the frequency acquisition and the collection period, and
The tunnel state parameter acquired is accumulated into chart；
Analyze submodule, the deformation tendency for going out the building in monitoring range based on the graphic analyses；
Judging submodule is damaged, for judging whether the deformation tendency can damage the building；
It is required that judging submodule, current in the case where the deformation tendency can damage the building, judging
Constructing operation does not meet design requirement.
10. managing device according to claim 8, which is characterized in that described generated based on the unqualified parameter is corresponded to
Construction adjustment suggest, including：
Based on the unqualified parameter, the sequence and the adjustment of the excavation of time that generate corresponding adjustment excavation operation are suggested, or raw
Suggest at the sequence and the supporting of time adjustment of corresponding adjustment supporting operation.
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| CN201810311105.7A CN108510202A (en) | 2018-04-09 | 2018-04-09 | The monitoring information management method and managing device of building are worn under hydraulic tunnel |
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| CN201810311105.7A CN108510202A (en) | 2018-04-09 | 2018-04-09 | The monitoring information management method and managing device of building are worn under hydraulic tunnel |
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| CN201810311105.7A Pending CN108510202A (en) | 2018-04-09 | 2018-04-09 | The monitoring information management method and managing device of building are worn under hydraulic tunnel |
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