CN109658071A - Railway sedimentation automation assessment management method - Google Patents
Railway sedimentation automation assessment management method Download PDFInfo
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- CN109658071A CN109658071A CN201811611133.7A CN201811611133A CN109658071A CN 109658071 A CN109658071 A CN 109658071A CN 201811611133 A CN201811611133 A CN 201811611133A CN 109658071 A CN109658071 A CN 109658071A
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 41
- 238000007726 management method Methods 0.000 title claims abstract description 24
- 238000004458 analytical method Methods 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims abstract description 28
- 238000012552 review Methods 0.000 claims abstract description 21
- 239000012634 fragment Substances 0.000 claims description 28
- 239000003245 coal Substances 0.000 claims description 25
- 239000004575 stone Substances 0.000 claims description 25
- 238000010276 construction Methods 0.000 claims description 16
- 238000012550 audit Methods 0.000 claims description 9
- 238000004364 calculation method Methods 0.000 claims description 7
- 238000007689 inspection Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 4
- 230000007704 transition Effects 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 238000012854 evaluation process Methods 0.000 abstract description 3
- 238000011156 evaluation Methods 0.000 description 8
- 238000012545 processing Methods 0.000 description 5
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 230000003137 locomotive effect Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000000611 regression analysis Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007560 sedimentation technique Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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Abstract
The invention discloses railways to settle automation assessment management method, and the method is the following steps are included: S1 submits assessment application step: the assessment application that user submits railway to settle to software platform；S2 checking step: formal check is carried out to the railway sedimentation assessment application of submission and essence checks；S3 assessment calculating step: assessment report is generated after carrying out automatic assessment calculating or comprehensive analysis assessment to the assessment application by checking step according to preset standard；S4 assessment report review step: the assessment application for calculating step by assessment is audited；S5 reports issuing steps: will carry out publication by the assessment report audited and announced report is inquired.The thinking handled using procedure, the role for participating in each level of assessment is successively checked and is checked to evaluation process and result in a manner of continuous productive process, the working foundation of next link is the achievement of a upper link, the repeated work between original links is avoided, formation efficiency is improved.
Description
Technical field
The present invention relates to railway sedimentation techniques field more particularly to railway sedimentation automation assessment management methods.
Background technique
Railway sedimentation mainly monitoring railway is that foundation soil is caused under roadbed filling load and locomotive dynamic loading
Additional consolidation settlement；And be to guarantee that track has lasting, stable high ride for the observation of railway sedimentation, to guarantee passenger
Safety, stationarity and the comfort of driving；And it is assessed to judge to see collected railway settling data is observed
Whether the settling data of survey is in critical field.
Existing sedimentation appraisal procedure is primarily present following defect: 1, it relies on and is manually assessed point by point, it cannot automatic root
Analysis and assessment are carried out according to the curvilinear regression method of code requirement and provide analysis as a result, assessment report cannot be automatically generated；2, it needs
The export that largely rely on the artificial importing for carrying out data and result not can avoid personnel and distort to observation data and result；
3, it is submitted to assessment end holistic approach process from data to be responsible for, and the data process&analysis judgement of each link is by each
The responsible person of a link carries out respectively, and the link and personnel being related to are numerous, further increases the wind that observation data are tampered
Danger；4, the record of process flow is mainly manually realized during evaluation, there are incomplete recording or information inaccuracy
The problem of；5, evaluation work in for assess paragraph mileage length statistics all by being accomplished manually, heavy workload and in real time
Property is low.
Summary of the invention
It is an object of the invention to overcome the deficiencies of the prior art and provide a kind of railways to settle automation assessment manager
Method solves defect existing for existing appraisal procedure.
The purpose of the present invention is achieved through the following technical solutions: railway sedimentation automation assessment management method, institute
The method stated the following steps are included:
It submits assessment application step: submitting the assessment application of railway sedimentation；
Checking step: formal check is carried out to the railway sedimentation assessment application of submission and essence checks；
Assessment calculates step: according to preset standard to by the assessment application of checking step carry out automatic assessment calculate or
Assessment report is generated after the assessment of person's comprehensive analysis；
Assessment report review step: the assessment application for calculating step by assessment is audited；
Report issuing steps: publication will be carried out by the assessment report audited and announced report is inquired.
The checking step includes the following contents:
Formal check is carried out to the application paper content of the railway sedimentation assessment application of submission；
Substantive inspection is carried out to the application paper content of the assessment application by formal check.
It includes the following contents that the assessment, which calculates step:
Automatic assessment is carried out according to preset standard to the assessment application by substantially checking to calculate；
Judge whether all observation points in assessment application pass through to assess automatically；
All observation points are passed through after the assessment application assessed automatically automatically generates assessment report and enter assessment report examination
Step；
Will be present cannot carry out comprehensive analysis assessment by the assessment application for the observation point assessed automatically.
Described carries out automatic assessment to calculate including following to the assessment application by substantially checking according to preset standard
Content:
All curvilinear regression algorithms and pre-set assessment parameter are called to be fitted analytical calculation according to specified sequence；
It is pre- to judge whether the parameter for calling all curvilinear regression algorithms calculating assessment applications to obtain according to specified sequence meets
The assessment parameter and standard being first arranged；
If it is satisfied, then illustrating that assessment application by assessing automatically, is unsatisfactory for if there is more than one parameter, then says
Bright assessment application will enter comprehensive analysis assessment component not over automatic assessment.
The pre-set assessment parameter includes that no tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit is poor, has the prediction of tiny fragments of stone, coal, etc. changeover portion
Settlement after construction limit is poor, without tiny fragments of stone, coal, etc. changeover portion and to have tiny fragments of stone, coal, etc. changeover portion to predict that final settlement difference limit is poor, adjacent pier differential settlement limits twice poor
With lengthwise angle after no tiny fragments of stone, coal, etc. changeover portion prediction work.
The comprehensive analysis assessment includes the following contents:
By aided assessment mode to not over the points of measurement assessed automatically according to assessing；
The assessment report generated after being assessed by comprehensive analysis enters assessment report review step, not over comprehensive analysis
Assessment will be retired.
The aided assessment mode includes χ2Estimation method, minor swing analysis method, slope trend analysis and root
According to one or more of expert opinion assessment.
The assessment report review step includes the following contents:
The assessment report generated to automatic assessment or comprehensive analysis assessment carries out preliminary audit survey, and preliminary audit survey, which does not pass through, moves back
Return comprehensive analysis assessment component；
Review is carried out to the assessment report that preliminary audit survey passes through, review is unacceptable to retract comprehensive analysis assessment component；
Last instance is carried out to the assessment report that review passes through, last instance is unacceptable to retract comprehensive analysis assessment component, by last instance
It is issued by assessment report.
It includes the following contents that the application paper content of the railway sedimentation assessment application to submission, which carries out formal check:
Data content in the application paper of the assessment application of submission is checked, judges whether to meet document form mark
It is quasi-；
Assessment paragraph is established to the data content for meeting document form standard, in the data for not meeting document form standard
Hold prompt mistake and does not establish assessment paragraph.
Need first to be arranged the check criteria substantially checked before carrying out the essence and checking；The check criteria
Including professional standard and specification, enterprise document and specification and assessment criterion.
The beneficial effects of the present invention are: (1) establishes user role and construction two sets of all fronts control systems of bid section range, it is preceding
Person controls which kind of permission user has, and the latter controls the specific bid section range that user can check, the two be combined with each other, Neng Goushi
In existing system while the flexible configuration of user right, it is ensured that system data safety；
(2) user right and data logical consistency measuring means are introduced in estimation flow, it is ensured that final assessment report
In observation data, the consistency of assessment data and the data in platform database, guarantee the objectivity of assessment result and reliable
Property；
(3) it introduces and presses " route " Managed Solution, enable the system to suitable for there are branch line, interconnection, left and right routes point
The line condition of the various complexity such as row；
(4) data are handled using software platform, all processing results are stored on platform, can be automatically generated
Assessment results report；The initial data for uploading to software platform saves in the database, and only allowing to call does not allow to modify, thus
Fundamentally avoid a possibility that personnel distort observation data and result；
(5) using procedure processing thinking, participate in assessment each level role in a manner of continuous productive process successively
Evaluation process and result are checked and checked, the working foundation of next link is the achievement of a upper link,
The repeated work between original links is avoided, formation efficiency is improved；
(6) by the detailed record to assessment overall process, the transparence of evaluation process is realized, observation is further avoided
The possibility that a certain link of data and assessment result in assessment is tampered；
(7) by inquiry to evaluation status and to the statistics of data, can provide automatically evaluation state and assess into
Degree, and can be according to assessment progress real-time update；The processing record of all evaluation items can be automatically recorded and be saved by software, no
Dependence is manually recorded and is counted, and loss of learning and wrong is avoided.
Detailed description of the invention
Fig. 1 is the flow chart of method.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.The present invention being usually described and illustrated herein in the accompanying drawings is implemented
The component of example can be arranged and be designed with a variety of different configurations.
Therefore, the detailed description of the embodiment of the present invention provided in the accompanying drawings is not intended to limit below claimed
The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiments of the present invention, this field is common
Technical staff's every other embodiment obtained without creative efforts belongs to the model that the present invention protects
It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
In the description of the present invention, it should be noted that the orientation of the instructions such as term " on ", "inner", "outside" or position are closed
System for be based on the orientation or positional relationship shown in the drawings or the invention product using when the orientation usually put or position close
System, is merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning must have
Specific orientation is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.
In the description of the present invention, it is also necessary to which explanation is unless specifically defined or limited otherwise, term " setting ",
" installation ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally connect
It connects；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, can also indirectly connected through an intermediary, it can
To be the connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood with concrete condition
Concrete meaning in the present invention.
Technical solution of the present invention is described in further detail with reference to the accompanying drawing, but protection scope of the present invention is not limited to
It is as described below.
As shown in Figure 1, railway sedimentation automation assessment management method, the method the following steps are included:
S1, assessment application step: the assessment application that user submits railway to settle to software platform is submitted；
S2, checking step: formal check is carried out to the railway sedimentation assessment application of submission and essence checks；
S3, assessment calculate step: carrying out automatic assessment meter to the assessment application by checking step according to preset standard
Assessment report is generated after calculation or comprehensive analysis assessment；
S4, assessment report review step: the assessment application for calculating step by assessment is audited；
S5, report issuing steps: publication will be carried out by the assessment report audited and announced report is inquired.
Step S2 checking step includes the following contents:
S21, formal check is carried out to the application paper content of the railway sedimentation assessment application of submission；
S22, substantive inspection is carried out to the application paper content of the assessment application by formal check.
It includes the following contents that step S3 assessment, which calculates step:
S31, automatic assessment calculating is carried out according to preset standard to the assessment application by substantially checking；
S32, judge whether all observation points in assessment application pass through and assess automatically；
S33, enter assessment report after all observation points are automatically generated assessment report by the assessment application assessed automatically
Review step；
S34, it will be present and cannot carry out comprehensive analysis assessment by the assessment application for the observation point assessed automatically.
Step S31 carries out automatic assessment to calculate including following to the assessment application by substantially checking according to preset standard
Content:
S311, all curvilinear regression algorithms and pre-set assessment parameter are called to be fitted analysis according to specified sequence
It calculates；
S312, judge that calling all curvilinear regression algorithms to calculate assessment according to specified sequence applies for whether obtained parameter is full
The pre-set assessment parameter and standard of foot；
S313, it is assessed automatically if it is satisfied, then illustrating that assessment application passes through, it is discontented if there is more than one parameter
Foot then illustrates that assessment application not over automatic assessment, will enter comprehensive analysis assessment component.
The pre-set assessment parameter includes that no tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit is poor, has the prediction of tiny fragments of stone, coal, etc. changeover portion
Settlement after construction limit is poor, without tiny fragments of stone, coal, etc. changeover portion and to have tiny fragments of stone, coal, etc. changeover portion to predict that final settlement difference limit is poor, adjacent pier differential settlement limits twice poor
With lengthwise angle after no tiny fragments of stone, coal, etc. changeover portion prediction work.
Wherein, the standard that presets of no tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit difference is 5mm, after having tiny fragments of stone, coal, etc. changeover portion to predict work
Sedimentation limit difference preset standard be 30mm, no tiny fragments of stone, coal, etc. changeover portion and have tiny fragments of stone, coal, etc. changeover portion predict twice final settlement difference limit difference in advance
Setting standard is 5mm, and it is 5mm that adjacent pier differential settlement limit difference, which presets standard, lengthwise angle after no tiny fragments of stone, coal, etc. changeover portion prediction work
Presetting standard is 0.001.
All curvilinear regression algorithms are followed successively by hyperbola, Asaoka algorithm, exponential curve, grey according to specified sequence and manage
By, sedimentation rate method, star open country method, revised hyperbola, parabola, Prediction by Modified Index Curve method and Poisson curve algorithm.
Wherein, hyperbola and Asaoka algorithm mainly calculate in assessment application is without tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit difference
It is no to meet pre-set standard；Exponential curve and gray theory, which mainly calculate after having tiny fragments of stone, coal, etc. changeover portion to predict work in assessment application, to sink
Whether lower limit difference meets pre-set standard；Sedimentation rate method and star open country method mainly calculate in assessment application without tiny fragments of stone, coal, etc. changeover portion and
There is tiny fragments of stone, coal, etc. changeover portion to predict whether final settlement difference limit difference meets pre-set standard twice；Revised hyperbola and parabola master
Calculate whether adjacent pier differential settlement limit difference in assessment application meets pre-set standard；Prediction by Modified Index Curve method and Poisson
Curved line arithmetic mainly calculates in assessment application whether meet pre-set standard without lengthwise angle after tiny fragments of stone, coal, etc. changeover portion prediction work.
The assessment of step S313 comprehensive analysis includes the following contents:
(1) by aided assessment mode to not over the points of measurement assessed automatically according to assessing；
(2) assessment report generated after being assessed by comprehensive analysis enters assessment report review step, not over synthesis
Analysis assessment will be retired.
The aided assessment mode includes X2Estimation method, minor swing analysis method, slope trend analysis and root
According to one or more of expert opinion assessment.
Wherein, χ2Estimation method mainly provides the assessment result whether to tend towards stability, needs to input time limit n and elder generation
Variances sigma is tested, issue n refers to the n issue evidence since Final Issue, default value 20, and n > 5；Prior variance σ default value
0.2, and it is greater than zero.X test value is calculated to obtainxiIndicate the accumulative sedimentation of i-th of actual measurement
Amount,Indicate that the n phase surveys the algebra draw value of accumulative settling amount.When carrying out Trend judgement standard, ifIt then indicates to tend towards stability, otherwise not tend towards stability.
Minor swing analysis method mainly provides the conclusion minor swing whether passed through determines, needs to input number of days m, refers to
The m days since Final Issue, default value 90；Nearest three months (90 days) sedimentation and deformation observations are installed and are less than 2mm, wave
Dynamic amplitude is less than 3mm, then assert and meet minor swing criterion.
Slope tendency judgement mainly provides the slope of m day data, needs to input number of days m, refers to since Final Issue
The m days, default value 90；Based on data are observed by the newest n phase, fitting a straight line obtains the slope of straight line, provides this tiltedly
Rate, aided assessment personnel determine sedimentation development tendency.
Assessment needs to select a expert's comments as assessment foundation according to an expert view, according to assessment according to institute
There is measuring point to be assessed.
Step S4 assessment report review step includes the following contents:
S41, the assessment report generated to automatic assessment or comprehensive analysis assessment carry out preliminary audit survey, and preliminary audit survey is obstructed
It crosses and retracts comprehensive analysis assessment component；
S42, review is carried out to the assessment report that preliminary audit survey passes through, review is unacceptable to retract comprehensive analysis assessment ring
Section；
S43, last instance is carried out to the assessment report that review passes through, last instance is unacceptable to retract comprehensive analysis assessment component, will
Last instance is issued by assessment report.
It includes in following that step S21, which carries out formal check to the application paper content of the railway sedimentation assessment application of submission,
Hold:
S211, the data content in the application paper of the assessment application of submission is checked, judges whether to meet file
Formal standard；
S212, assessment paragraph is established to the data content for meeting document form standard, to not meeting document form standard
Data content prompt mistake does not establish assessment paragraph.
It is excel format that the application for submitting assessment application, which includes format, and the data content in application paper includes this section
Information, measuring frequency section, observation point and changeover portion, changeover portion include culvert, path, bridge and tunnel etc..
Wherein, (1) this section information includes line name and bid section information, line name (including main track, interconnection, branch
Line etc.) must exist and cannot repeat in " route " sheet table；In first measuring frequency section mileage and the last one measuring frequency section
Journey is necessary for correct mileage expression-form；First measuring frequency section mileage and the last one measuring frequency section mileage calculation come out away from
The distance of bid section starting point must be consistent at a distance from input；First measuring frequency section mileage and the last one measuring frequency section mileage calculation
The distance away from engineering starting point out must be consistent at a distance from input；First measuring frequency section mileage and the last one measuring frequency section
The length that mileage calculation comes out must be consistent with the length of input；First measuring frequency section mileage and the last one measuring frequency section mileage
It must be under the bid section compass of competency of input.
0 indicates bid section in bid section information, and 1 indicates work area, and 2 indicate Liang Chang；Bid section title cannot repeat, and bid section title is necessary
In number+" bid section " form.Such as " 1 bid section ", " 2 bid section " cannot be " bid section ", the other forms such as " one bid section of civil engineering "；
The name prefix of work area and Liang Chang are necessary for bid section title, similar such as " 1 bid section, 2 work area ", " 3 bid section XX Liang Chang ".
In the case that some bid section is related to a plurality of route, need to establish the bid section of a same names for every route.
And should be noted that the following: 1, line length must be equal with the sum of bid section length all on the route；Bid section length must it
Under all work areas the sum of length it is equal；2, the length in each bid section and work area must start mileage with it and terminate the length of mileage
It spends equal.Liang Chang starts mileage should be consistent with end mileage, and length should be 0；3, the boundary mileage in adjacent work area is necessary
The boundary mileage of strict conformance, adjacent bid section must will be checked when strict conformance system introducing, ungratified, will be unable to lead
Enter.
(2) measuring frequency section title cannot repeat in the same project and must exist in " measuring frequency section " sheet table；
Section mileage is necessary for correct mileage expression-form；The corresponding engineering of section mileage and the engineering type of input must be consistent；
Whether without how to arrange, "Yes" or "No" can only be filled in；Design speed per hour must be: 160, one of 200,250,300,350；Observation
When the engineering type of section is roadbed: it cannot be empty for filling out digging height, and be necessary for floating point number；It must be at " roadbed "
There are corresponding records in sheet table；When the engineering type of measuring frequency section is culvert: thickness of compressed layer, processing depth cannot be
Sky, and it is necessary for floating point number；It must there are corresponding records in " culvert " sheet table；The Engineering of measuring frequency section
When type is bridge: thickness of compressed layer, processing depth, pier height cannot be empty, and be necessary for floating point number；Pier number cannot
For sky, it is necessary to for number；It must there are corresponding records in " bridge " sheet table；The work and type of measuring frequency section are tunnel
When: surrounding rock type must be one of I, II, III, IV, V, VI；Must be in tunnel " there are corresponding records in sheet table；
With previous section actual range must and according to section mileage calculation come out it is consistent.
(3) observation point title cannot repeat in the same project；Measuring point type and engineering type must consistent (roadbed works
Journey has following measuring point type: sedimentation plate [L], settlement observation stake [G]；Science of bridge building has following measuring point type: settlement observation staff
[C], pier shaft observation mark [D], abutment observation mark [T], beam body observation mark [X]；Culvert engineering has following measuring point type: culvert observation
It marks [H]；Tunnel Engineering has following measuring point type: tunnel observation mark [S])；Point position cannot be sky；Measuring point is apart from middle line distance
It cannot be sky, and be necessary for floating point number.
(4) changeover portion, which starts measuring frequency section and end measuring frequency section, to exist in " measuring frequency section " sheet table；Transition
Segment type must be: one of road and bridge, Lu Han, road tunnel, bridge tunnel, dike moat, different grounds.
Need first to be arranged the check criteria substantially checked before carrying out the essence and checking；The check criteria
Including professional standard and specification, enterprise document and specification and assessment criterion.
Assessing criterion includes (1) according to actual loading situation and observation data, makees regression analysis and prediction, comprehensive true
Determine the trend of sedimentation and deformation, the related coefficient of curvilinear regression is not less than 0.92；(2) the current settling amount of measuring point and largest settlement ratio
Value is not less than 75%；(3) the forecasted variances sedimentation between changeover portion different structure object should not exceed 5mm, along Predicted settlement causes
The dog-ear in road direction should not exceed 1/1000；(4) ballastless track roadbed settlement after construction should not exceed 15mm；(5) non-fragment orbit bridge
Liang Dun (platform) settlement after construction should not exceed 20mm, and the difference of adjacent pier (platform) settlement after construction is no more than 5mm；(6) non-fragment orbit is contained
Hole settlement after construction should not exceed 15mm；(7) non-fragment orbit tunnel settlement after construction should not exceed 15mm；(8) design speed per hour 300km~
The Ballast track culvert settlement after construction value of 350km should not exceed 50mm, and coordinate with adjacent roadbed location；(9) speed per hour is designed
The Ballast track culvert settlement after construction value of 250km should not exceed 100mm, and coordinate with adjacent roadbed location.
The settlement observation curve for generating measuring frequency section in essence inspection according to the data of importing, checks the sedimentation of each measuring frequency section
The information such as curve graph, the basic data of measuring frequency section and observation duration；Enter automatic assessment after meeting check criteria；It is discontented
Sufficient check criteria, then user resubmits assessment application after needing to delete this assessment paragraph according to examination reports.
The software platform of the application mainly includes system administration, user management, evaluation criteria management, project management and assessment
Management etc..
Evaluation criteria management includes assessing criterion to list common sedimentation evaluation criteria for default, is generating assessment
It can select to select according to the actual situation when report, corresponding content original text will be listed in assessment report；
When industry standard standard is for settling assessment, the industry standard and standard actually executed can be according to the actual situation
It increases other specifications newly, or modifies to Current specifications standard.
User management includes the rights management and project-based rights management of based role；Project Manager is in assigner
When member's permission, need to specify role of the user in this project, and the bid section model with operating right in the project
Different roles can be possessed in disparity items by enclosing a user.User is during switching disparity items, the operation of user
Permission also changes correspondingly.
The foregoing is merely the present invention/invention embodiments, are not intended to limit the present invention/invention the scope of the patents, all
It is directly or indirectly to be transported using equivalent structure or equivalent flow shift made by the present invention/description of the invention and accompanying drawing content
It similarly include in the present invention/invention scope of patent protection used in other related technical areas.
Claims (10)
1. railway sedimentation automation assessment management method, it is characterised in that: the method the following steps are included:
It submits assessment application step: submitting the assessment application of railway sedimentation；
Checking step: formal check is carried out to the railway sedimentation assessment application of submission and essence checks；
Assessment calculates step: calculating according to preset standard the automatic assessment of assessment application progress by checking step or comprehensive
Assessment report is generated after closing analysis assessment；
Assessment report review step: the assessment application for calculating step by assessment is audited；
Report issuing steps: publication will be carried out by the assessment report audited and announced report is inquired.
2. railway sedimentation automation assessment management method according to claim 1, it is characterised in that: the checking step
Including the following contents:
Formal check is carried out to the application paper content of the railway sedimentation assessment application of submission；
Substantive inspection is carried out to the application paper content of the assessment application by formal check.
3. railway sedimentation automation assessment management method according to claim 1, it is characterised in that: the assessment calculates
Step includes the following contents:
Automatic assessment is carried out according to preset standard to the assessment application by substantially checking to calculate；
Judge whether all observation points in assessment application pass through to assess automatically；
All observation points are passed through after the assessment application assessed automatically automatically generates assessment report and enter assessment report review step；
Will be present cannot carry out comprehensive analysis assessment by the assessment application for the observation point assessed automatically.
4. railway according to claim 3 sedimentation automation assessment management method, it is characterised in that: described to passing through reality
The assessment application that quality inspection is looked into carries out automatic assessment to calculate including the following contents according to preset standard:
All curvilinear regression algorithms and pre-set assessment parameter are called to be fitted analytical calculation according to specified sequence；
Judge whether the parameter for calling all curvilinear regression algorithms calculating assessment applications to obtain according to specified sequence meets to set in advance
The assessment parameter and standard set；
If it is satisfied, then illustrating that assessment application by assessing automatically, is unsatisfactory for, then explanation is commented if there is more than one parameter
Application is estimated not over automatic assessment, will enter comprehensive analysis assessment component.
5. railway sedimentation automation assessment management method according to claim 4, it is characterised in that: described presets
Assessment parameter include no tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit is poor, have tiny fragments of stone, coal, etc. changeover portion prediction settlement after construction limit it is poor, without tiny fragments of stone, coal, etc. transition
Section and there is tiny fragments of stone, coal, etc. changeover portion to predict poor final settlement difference limit, adjacent pier differential settlement limit difference twice and predict without tiny fragments of stone, coal, etc. changeover portion vertical after work
To dog-ear.
6. railway sedimentation automation assessment management method according to claim 3, it is characterised in that: the comprehensive analysis
Assessment includes the following contents:
By aided assessment mode to not over the points of measurement assessed automatically according to assessing；
Assessment report is generated after assessing by comprehensive analysis and enters assessment report review step, and assessing not over comprehensive analysis will
It is retired.
7. railway sedimentation automation assessment management method according to claim 6, it is characterised in that: the aided assessment
Mode includes χ2Estimation method, minor swing analysis method, slope trend analysis and one of assessment according to an expert view
Or it is a variety of.
8. railway sedimentation automation assessment management method according to claim 1, it is characterised in that: the assessment report
Review step includes the following contents:
The assessment report generated to automatic assessment or comprehensive analysis assessment carries out preliminary audit survey, and preliminary audit survey is not comprehensive by retracting
Close analysis assessment component；
Review is carried out to the assessment report that preliminary audit survey passes through, review is unacceptable to retract comprehensive analysis assessment component；
Last instance is carried out to the assessment report that review passes through, last instance is unacceptable to retract comprehensive analysis assessment component, and last instance is passed through
Assessment report is issued.
9. railway according to claim 2 sedimentation automation assessment management method, it is characterised in that: described to submission
It includes the following contents that the application paper content of railway sedimentation assessment application, which carries out formal check:
Data content in the application paper of the assessment application of submission is checked, judges whether to meet document form standard；
Assessment paragraph is established to the data content for meeting document form standard, the data content for not meeting document form standard is mentioned
Show that mistake does not establish assessment paragraph.
10. railway sedimentation automation assessment management method according to claim 2, it is characterised in that: carrying out the reality
Quality inspection needs first to be arranged the check criteria substantially checked before looking into；The check criteria include professional standard and specification,
Enterprise document and specification and assessment criterion.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110289066A (en) * | 2019-07-29 | 2019-09-27 | 河南开合软件技术有限公司 | A kind of checking method and system of forensic identification report |
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| JP2016031624A (en) * | 2014-07-29 | 2016-03-07 | 株式会社日立製作所 | Improvement effect evaluation support device and method |
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