CN114648249A - Town road engineering quality safety monitoring management system based on big data analysis - Google Patents
Town road engineering quality safety monitoring management system based on big data analysis Download PDFInfo
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- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
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- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
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Abstract
The invention discloses a municipal road engineering quality safety monitoring and management system based on big data analysis, which analyzes the comprehensive quality safety coefficient of a ramp in a municipal underpass to be monitored by detecting the gradient and the anti-skid coefficient of the ramp in the municipal underpass to be monitored, carries out corresponding treatment measures according to a comparison result, thereby comprehensively reflecting the quality safety state of the underpass ramp, avoiding the phenomenon that a vehicle is out of control due to the fact that the anti-skid performance of the vehicle does not reach the standard in the later period, simultaneously detects the road surface flatness convergence of each section of a gentle passage in the municipal underpass to be monitored, obtains the deviation displacement and the bending moment bearing index of each embedded part corresponding to each section of the gentle passage, analyzes the comprehensive quality safety coefficient of each section of the gentle passage, carries out corresponding treatment measures according to the comparison result, and further improves the analysis accuracy of the quality safety performance of the municipal underpass engineering, increase the economic benefits of municipal underpass engineering.
Description
Technical Field
The invention relates to the technical field of municipal road engineering quality monitoring, in particular to a municipal road engineering quality safety monitoring management system based on big data analysis.
Background
At present, the city construction level has obtained the promotion that is showing, and town road engineering has also received people's concern and attention, and under such a condition, the municipal administration is worn the passageway construction and has also obtained very showing development, nevertheless wears passageway engineering construction quality safety under the municipal administration and receives the influence of many factors, consequently, we need take effectual monitoring management measure to its engineering construction quality safety, ensure the municipal administration and wear the construction effect of passageway engineering under.
At present, the existing municipal underpass engineering quality monitoring and management system mainly monitors the top of an underpass in real time through various sensors and monitoring equipment, and manually estimates the quality safety performance of the municipal underpass engineering, but the potential threat degree of soil around the underpass cannot be accurately analyzed, so that the analysis accuracy of the quality safety performance of the municipal underpass engineering is reduced, emergency treatment measures cannot be carried out on the municipal underpass engineering in advance, and the economic benefit of the municipal underpass engineering is reduced;
the existing municipal underpass engineering quality monitoring and management system only analyzes the gradient quality of an underpass according to the gradient of the underpass ramp and ignores the quality safety influence of the antiskid performance of the underpass ramp, so that the quality safety state of the underpass ramp cannot be comprehensively reflected, and the phenomenon of vehicle runaway caused by the unqualified antiskid performance of the ramp of a trip vehicle at the later stage exists, thereby bringing serious threat to the safety of lives and properties of the trip vehicle owners;
in order to solve the problems, a municipal road engineering quality safety monitoring and management system based on big data analysis is designed.
Disclosure of Invention
In view of the problems in the prior art, the invention provides a municipal road engineering quality safety monitoring and management system based on big data analysis, which is used for solving the technical problems.
In order to achieve the above objects and other objects, the present invention adopts the following technical solutions:
a municipal road engineering quality safety monitoring management system based on big data analysis comprises a down-passing channel ramp distance detection module, a down-passing channel ramp gradient analysis module, a ramp antiskid coefficient acquisition module, a ramp quality safety analysis module, a gentle channel pavement height detection module, an embedded part deviation displacement acquisition module, an embedded part parameter data detection module, an embedded part parameter data analysis module, a gentle channel quality safety analysis module, a down-passing channel quality safety processing module and a storage database;
the underpass ramp distance detection module is used for detecting the distance between the slope bottom and the ground of a ramp in the municipal underpass to be monitored;
the slope analysis module of the underpass ramp is used for analyzing the slope of the ramp in the municipal underpass to be monitored, extracting the slope of the standard underpass in the municipal road engineering safety standard, and comparing to obtain the slope difference value of the ramp in the municipal underpass to be monitored;
the ramp anti-skid coefficient acquisition module is used for detecting the ground friction index of the ramp in the municipal underpass to be monitored and analyzing the anti-skid coefficient of the ramp in the municipal underpass to be monitored;
the ramp quality safety analysis module is used for analyzing the comprehensive quality safety coefficient of the ramp in the municipal underpass to be monitored;
gentle passageway road surface height detection module for detect the road surface height of waiting to monitor each section gentle passageway in the municipal administration underpass, specifically include:
divide the gentle passageway in will treating monitoring municipal underpass passageway into each section gentle passageway according to setting for length division mode to will treat monitoring municipal underpass passageway in each section gentle passageway mark as aiWherein i is 1, 2.. times.n;
detecting the road surface height of each detection point in each section of gentle channel in the municipal underpass to be monitored, and marking the road surface height of each detection point in each section of gentle channel in the municipal underpass to be monitored as aidjWherein j is 1, 2.. multidot.m;
analyzing the road surface flatness convergence of each section of gentle channel in the municipal underpass to be monitored
Wherein d isSign boardExpressed as the road surface height of a standard underpass in municipal road engineering safety regulations;
the embedded part deviation displacement acquisition module is used for acquiring deviation displacement of each embedded part corresponding to each section of the gentle channel in the municipal underpass channel to be monitored;
the embedded part parameter data detection module is used for detecting parameter data of each embedded part corresponding to each section of the gentle channel in the municipal underpass channel to be monitored;
the embedded part parameter data analysis module is used for extracting and storing standard lengths of all sections of the gentle channels corresponding to all embedded parts in the municipal underpass to be monitored so as to obtain bending moment bearing indexes of all sections of the gentle channels corresponding to all embedded parts in the municipal underpass to be monitored;
the quality safety analysis module of the gentle channel is used for analyzing the comprehensive quality safety coefficient of each section of gentle channel in the municipal underpass to be monitored;
and the underpass quality safety processing module is used for receiving the comprehensive quality safety factor of the ramp in the to-be-monitored municipal underpass sent by the ramp quality safety analysis module, carrying out corresponding processing measures according to the comparison result, receiving the comprehensive quality safety factor of each section of the gentle channel in the to-be-monitored municipal underpass sent by the gentle channel quality safety analysis module, and carrying out corresponding processing measures according to the comparison result.
Further, detect the sloping bottom of waiting to monitor the interior ramp of municipal underpass in the underpass ramp interval detection module and apart from the ground, specifically include:
detecting the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored, and marking the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored as hOn the upper part；
Detecting the distance between the slope of the downward slope in the municipal underpass to be monitored and the ground, and marking the distance between the slope bottom of the downward slope in the municipal underpass to be monitored and the ground as hLower part。
Further, the slope difference of the slope in the municipal underpass to be monitored is obtained through comparison in the underpass slope analysis module, and the method specifically comprises the following steps:
detecting the slope lengths of an upper slope and a lower slope in the municipal underpass to be monitored, and respectively marking the slope lengths of the upper slope and the lower slope in the municipal underpass to be monitored as LUpper part of、LLower part；
Analysis ofGradient k of uphill way in to-be-monitored municipal underpassOn the upper partSlope k of the downhillLower partWherein the slope analysis mode of the ramp in the municipal underpass channel to be monitored is
The slope analysis mode of the descending ramp in the municipal underpass to be monitored is
The gradient of the upper ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the upper ramp in the municipal underpass to be monitoredOn the upper part；
The gradient of the down ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the down ramp in the municipal underpass to be monitoredLower part。
Further, the antiskid coefficient of the slope in the municipal underpass to be monitored is analyzed in the slope antiskid coefficient acquisition module, and the method specifically comprises the following steps:
detecting the ground friction indexes of the upper ramp and the lower ramp in the municipal underpass to be monitored, and marking the ground friction indexes of the upper ramp and the lower ramp in the municipal underpass to be monitored as muOn the upper part、μLower part；
Obtaining the standard antiskid index of the pavement material used by the municipal underpass to be monitored, and marking the standard antiskid index of the pavement material used by the municipal underpass to be monitored as alphaSign board；
Analyzing the anti-skid coefficient of an uphill slope in a municipal underpass to be monitored
Slip coefficient of downhill slope
Anti-skid coefficient analysis method for ramp in municipal underpass to be monitoredIs of the formula
The analysis mode of the anti-skid coefficient of the uphill road in the municipal underpass to be monitored comprises the following steps
Further, the comprehensive quality and safety coefficient analysis mode of the ramp in the municipal underpass to be monitored in the ramp quality and safety analysis module is as follows:
the gradient difference delta k of an upper ramp in a municipal underpass to be monitoredOn the upper partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality safety coefficient xi of the uphill way in the municipal underpass to be monitoredOn the upper partWherein λ is expressed as a quality safety influence index, k, corresponding to the underpass rampSign boardExpressed as the gradient of a standard underpass in municipal road engineering safety regulations;
gradient difference delta k of a descending ramp in a municipal underpass to be monitoredLower partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality proportion coefficient xi of a descending ramp in the municipal underpass to be monitoredLower part。
Further, acquiring the deviation displacement of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored in the embedded part deviation displacement acquisition module comprises:
detecting the position of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored, and acquiring the position coordinates of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored;
extracting initial position coordinates of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored;
comparing the position coordinates of the embedded parts corresponding to each section of the gentle channel in the municipal underpass to be monitored with the initial position coordinates to obtain the deviation displacement a of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitoredidv。
Further, the embedded part parameter data detection module detects parameter data of each embedded part corresponding to each section of gentle channel in the municipal underpass channel to be monitored, and the method specifically comprises the following steps:
detecting the bending radian of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored, and marking the bending radian of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored as airvWherein v ═ 1, 2.., u;
detecting the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored, and marking the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as aifv。
Further, the bending moment bearing index of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored in the embedded part parameter data analysis module is obtained in the following mode:
extracting the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored stored in the storage database, and marking the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as wSign boardai v；
Analyzing the bending moment bearing index psi of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitoredi vWherein the bending moment bearing index analysis formula of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored is as follows
airvTo representFor monitoring the bending radian of each embedded part corresponding to each section of gentle channel in the municipal underpass channel, aifvExpressed as bearing pressure psi 'of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored'Sign boardThe safety bending moment bearing index is expressed as a safety bending moment bearing index corresponding to a standard embedded part in the municipal road engineering safety specification.
Further, the comprehensive quality and safety coefficient analysis formula of each section of the gentle channel in the municipal underpass to be monitored is as follows:
the pavement flatness convergence theta a of each section of gentle channel in the municipal underpass channel to be monitorediDeviation displacement a of each embedded part corresponding to each section of gentle channel in to-be-monitored municipal underpass channelidvBending moment bearing index psi of each embedded part corresponding to each section of gentle channel in municipal underpass to be monitoredi vSubstituting into formula
Obtaining the comprehensive quality safety coefficient xi of each section of gentle channel in the municipal underpass to be monitored2′aiWherein γ is1、γ2、γ3Respectively expressed as the weight index of the quality safety influence of the gentle channel in the municipal underpass channel, dAllow forExpressed as the allowable deviation error of a standard embedment in the municipal road engineering safety code.
As mentioned above, the municipal road engineering quality safety monitoring and management system based on big data analysis provided by the invention at least has the following beneficial effects:
(1) according to the municipal road engineering quality safety monitoring management system based on big data analysis, the slope gradient of the slope in the municipal underpass to be monitored is analyzed by detecting the distance between the slope bottom and the ground of the slope in the municipal underpass to be monitored, the slope difference of the slope in the municipal underpass to be monitored is obtained through comparison, the antiskid coefficient of the slope in the municipal underpass to be monitored is obtained, the comprehensive quality safety coefficient of the slope in the municipal underpass to be monitored is analyzed, corresponding processing measures are carried out according to the comparison result, therefore, the quality safety state of the underpass slope is comprehensively reflected, the phenomenon that vehicles are out of control due to the fact that the slope antiskid performance does not meet the standard in the later period is avoided, and the property safety of a trip vehicle owner is guaranteed.
(2) The municipal road engineering quality safety monitoring and management system based on big data analysis provided by the invention can realize the accurate analysis of the pavement evenness performance of the underpass by detecting the pavement height of each section of the gentle channel in the municipal underpass to be monitored to obtain the pavement evenness convergence of each section of the gentle channel in the municipal underpass to be monitored, provide reliable reference data for the later analysis of the quality safety of the underpass, obtain the deviation displacement and bending moment bearing index of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored, analyze the comprehensive quality safety coefficient of each section of the gentle channel in the municipal underpass to be monitored, perform corresponding treatment measures according to the comparison result, thereby improving the analysis accuracy of the quality safety performance of the municipal underpass engineering, and ensuring that the emergency treatment measures can be performed on the municipal underpass engineering in advance, and further improve municipal underpass engineering's economic benefits, provide the assurance for town road's safety and unblocked.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic diagram of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
FIG. 1 shows a municipal road engineering quality safety monitoring management system based on big data analysis, which comprises a underpass ramp distance detection module, an underpass ramp gradient analysis module, a ramp antiskid coefficient acquisition module, a ramp quality safety analysis module, a gentle channel road surface height detection module, an embedded part deviation displacement acquisition module, an embedded part parameter data detection module, an embedded part parameter data analysis module, a gentle channel quality safety analysis module, an underpass quality safety processing module and a storage database.
And the underpass ramp interval detection module is used for detecting the distance between the slope bottom and the ground of the ramp in the municipal underpass to be monitored.
In the technical scheme that this application is preferred, detect the sloping bottom of waiting to monitor municipal underpass interior ramp among the underpass ramp interval detection module and leave the ground interval, specifically include:
detecting the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored, and marking the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored as hUpper part of；
Detecting the distance between the slope of the downward slope in the municipal underpass to be monitored and the ground, and marking the distance between the slope bottom of the downward slope in the municipal underpass to be monitored and the ground as hLower part。
And the underpass ramp gradient analysis module is used for analyzing the gradient of the ramp in the to-be-monitored municipal underpass, extracting the gradient of the standard underpass in the municipal road engineering safety standard, and comparing the gradient difference to obtain the gradient difference of the ramp in the to-be-monitored municipal underpass.
In the technical scheme that this application is preferred, contrast among the underpass ramp slope analysis module obtains the slope difference of waiting to monitor municipal underpass inner ramp, specifically includes:
detecting the slope lengths of an upper slope and a lower slope in the municipal underpass to be monitored, and respectively marking the slope lengths of the upper slope and the lower slope in the municipal underpass to be monitored as LOn the upper part、LLower part；
Analyzing gradient k of an uphill slope in a municipal underpass to be monitoredOn the upper partSlope k of the downhillLower partWherein the slope analysis mode of the uphill slope in the municipal underpass to be monitored is
The slope analysis mode of the descending ramp in the municipal underpass to be monitored is
The gradient of the upper ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the upper ramp in the municipal underpass to be monitoredOn the upper part；
The gradient of the down ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the down ramp in the municipal underpass to be monitoredLower part。
According to the method, the slope difference value of the slope in the municipal underpass to be monitored is obtained by comparing the slope gradient difference value obtained by detecting the distance between the slope bottom of the slope in the municipal underpass to be monitored and the ground, so that the problem of overlarge slope difference of the slope in the municipal underpass is solved, and guiding reference data are provided for the later-stage analysis of the quality safety coefficient of the slope in the municipal underpass.
The ramp anti-skid coefficient acquisition module is used for detecting the ground friction index of the ramp in the municipal underpass to be monitored and analyzing the anti-skid coefficient of the ramp in the municipal underpass to be monitored.
In the technical scheme that this application is preferred, the antiskid coefficient who waits to monitor the interior ramp of municipal underpass in the slope antiskid coefficient acquisition module specifically includes:
the ground friction index of the upper ramp and the lower ramp in the municipal underpass to be monitored is detected through a ground friction index detector, and the ground friction index of the upper ramp and the lower ramp in the municipal underpass to be monitored is markedIs recorded as muOn the upper part、μLower part；
Obtaining the standard antiskid index of the pavement material used by the municipal underpass to be monitored, and marking the standard antiskid index of the pavement material used by the municipal underpass to be monitored as alphaSign board；
Analyzing the anti-skid coefficient of an uphill slope in a municipal underpass to be monitored
Slip coefficient of downhill slope
The analysis mode of the anti-skid coefficient of the uphill road in the municipal underpass to be monitored comprises the following steps
The analysis mode of the anti-skid coefficient of the ramp in the municipal underpass channel to be monitored is as follows
In one possible design, the obtaining module of the ramp antiskid coefficient obtains a standard antiskid index of a road material used by a municipal underpass to be monitored, and the standard antiskid index comprises the following steps:
the method comprises the steps of obtaining a road material image used by a to-be-monitored municipal underpass through a high-definition camera, comparing the road material image used by the to-be-monitored municipal underpass with standard images of various types of road materials, screening the to-be-monitored municipal underpass, using the type corresponding to the road material, and extracting the standard anti-skid index of the to-be-monitored municipal underpass, using the road material.
And the ramp quality safety analysis module is used for analyzing the comprehensive quality safety factor of the ramp in the municipal underpass to be monitored.
In the technical scheme of this application preferred, wait to monitor in the ramp quality safety analysis module that the comprehensive quality safety coefficient analysis mode of ramp in the municipal underpass is:
will wait to monitor the slope difference of ramp in municipal underpass passagewayValue Δ kOn the upper partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality safety coefficient xi of the uphill way in the municipal underpass to be monitoredOn the upper partWherein λ is expressed as a quality safety influence index, k, corresponding to the underpass rampSign boardExpressed as the gradient of a standard underpass in municipal road engineering safety regulations;
gradient difference delta k of a descending ramp in a municipal underpass to be monitoredLower partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality proportion coefficient xi of the descending ramp in the municipal underpass channel to be monitoredLower part。
With reference to the above description, the comprehensive quality safety coefficient of the ramp in the municipal underpass to be monitored is analyzed by acquiring the antiskid coefficient of the ramp in the municipal underpass to be monitored, and corresponding processing measures are carried out according to the comparison result, so that the quality safety state of the ramp of the underpass is comprehensively reflected, the phenomenon that the vehicle is out of control due to the fact that the slope antiskid performance of the vehicle does not reach the standard in the later period is avoided, and the life and property safety of a trip vehicle owner is guaranteed.
Gentle passageway road surface height detection module for detect the road surface height of waiting to monitor each section gentle passageway in the municipal administration underpass, specifically include:
divide the gentle passageway in will treating monitoring municipal underpass passageway into each section gentle passageway according to setting for length division mode to will treat monitoring municipal underpass passageway in each section gentle passageway mark as aiWherein i is 1, 2.. times.n;
detect each detection point department's road surface height in each section gentle passageway in the municipal underpass passageway of treating monitoring, will treatMonitoring municipal underpass each section of gentle passageway in each section of road surface height mark as aidjWherein j is 1, 2.. multidot.m;
analyzing the pavement evenness convergence degree of each section of gentle channel in the municipal underpass channel to be monitored
Wherein d isSign boardExpressed as the road surface height of the standard underpass in the municipal road engineering safety regulations.
In one possible design, the gentle passage road surface height detection module comprises a detection point arrangement unit, wherein the detection point arrangement unit is used for uniformly arranging a plurality of detection points in the road surface of each section of gentle passage in the municipal underpass to be monitored, and the number of the detection points arranged on each section of gentle passage road surface is the same.
With reference to the above description, the road surface flatness convergence of each section of the gentle channel in the municipal underpass to be monitored is obtained by detecting the road surface height of each section of the gentle channel in the municipal underpass to be monitored, so that the accurate analysis of the road surface flatness of the underpass can be realized, and reliable reference data is provided for the quality safety of the underpass to be analyzed in the later period.
The embedded part deviation displacement acquisition module is used for acquiring deviation displacement of each embedded part corresponding to each section of gentle channel in the municipal underpass channel to be monitored.
In the preferred technical scheme of the application, the acquiring of the deviation displacement of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored by the embedded part deviation displacement acquiring module comprises:
detecting the position of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored, acquiring the position coordinates of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored, and marking the position coordinates of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored as aipvWherein v is 1,2ipv(aixv,aiyv,aizv)；
Extracting initial position coordinates of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored, and marking the initial position of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored as a'ip′vWherein a'ip′v(a′ix′v,a′iy′v,a′iz′v)；
Comparing the position coordinates of the embedded parts corresponding to each section of the gentle channel in the municipal underpass to be monitored with the initial position coordinates to obtain the deviation displacement a of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitoredidvWherein the deviation displacement analysis formula of each embedded part corresponding to each section of gentle channel in the municipal underpass channel to be monitored is
The embedded part parameter data detection module is used for detecting the parameter data of each embedded part corresponding to each section of the gentle channel in the municipal underpass channel to be monitored.
In the preferred technical scheme of the application, the embedded part parameter data detection module detects parameter data of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored, and the specific steps are as follows:
detecting the bending radian of each section of the gentle channel corresponding to each embedded part in the municipal underpass channel to be monitored through an ultrasonic sensor, and marking the bending radian of each section of the gentle channel corresponding to each embedded part in the municipal underpass channel to be monitored as airvWherein v ═ 1,2,. u;
detecting the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored through a pressure sensor, and marking the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as aifv。
The embedded part parameter data analysis module is used for extracting and storing standard lengths of all sections of gentle channels corresponding to all embedded parts in the municipal underpass to be monitored, and obtaining bending moment bearing indexes of all sections of gentle channels corresponding to all embedded parts in the municipal underpass to be monitored.
In a preferred technical scheme of the application, the bending moment bearing index of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored in the embedded part parameter data analysis module is obtained as follows:
extracting the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored stored in the storage database, and marking the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as wSign boardai v；
Analyzing the bending moment bearing index psi of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitoredi vWherein the bending moment bearing index analysis formula of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored is as follows
airvExpressed as the bending radian of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored, aifvExpressed as bearing pressure psi 'of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored'SignThe safety bending moment bearing index is expressed as a safety bending moment bearing index corresponding to a standard embedded part in the municipal road engineering safety specification.
The gentle channel quality safety analysis module is used for analyzing the comprehensive quality safety factor of each section of gentle channel in the municipal underpass to be monitored.
In the technical scheme of this application preferred, treat that the municipal administration is worn the interior comprehensive quality factor of safety analytical formula of each section gentle passageway of passageway down and be:
the pavement flatness convergence theta a of each section of gentle channel in the municipal underpass to be monitorediDeviation displacement a of each embedded part corresponding to each section of gentle channel in to-be-monitored municipal underpass channelidvBending moment bearing index psi of each embedded part corresponding to each section of gentle channel in municipal underpass to be monitoredi vSubstitution formula
Obtaining the comprehensive quality safety factor xi of each section of gentle channel in the municipal underpass channel to be monitored2′aiWherein γ is1、γ2、γ3Respectively expressed as the weight index of the quality safety influence of the gentle channel in the municipal underpass channel, dAllow forExpressed as the allowable deviation error of a standard embedment in the municipal road engineering safety code.
And the underpass quality safety processing module is used for receiving the comprehensive quality safety factor of the ramp in the to-be-monitored municipal underpass sent by the ramp quality safety analysis module, carrying out corresponding processing measures according to the comparison result, receiving the comprehensive quality safety factor of each section of the gentle channel in the to-be-monitored municipal underpass sent by the gentle channel quality safety analysis module, and carrying out corresponding processing measures according to the comparison result.
In a preferred technical solution of the present application, the performing, in the underpass quality safety processing module, a corresponding processing measure according to the comparison result specifically includes:
extracting a set quality safety coefficient threshold of a ramp in the municipal underpass, comparing the comprehensive quality safety coefficient of an upper ramp in the municipal underpass to be monitored with the set quality safety coefficient threshold of the ramp in the municipal underpass, if the comprehensive quality safety coefficient of the upper ramp in the municipal underpass to be monitored is smaller than the set quality safety coefficient threshold of the ramp in the municipal underpass, carrying out remote voice early warning reminding, informing relevant departments of carrying out blocking management on the municipal underpass to be monitored, and carrying out corresponding treatment measures on the upper ramp in the underpass;
comparing the comprehensive quality safety factor of a descending ramp in the municipal underpass to be monitored with a set quality safety factor threshold of the descending ramp in the municipal underpass, if the comprehensive quality safety factor of the descending ramp in the municipal underpass to be monitored is smaller than the set quality safety factor threshold of the descending ramp in the municipal underpass, carrying out remote voice early warning reminding, informing relevant departments of carrying out blocking management on the municipal underpass to be monitored, and carrying out corresponding treatment measures on the descending ramp in the underpass;
draw the quality factor of safety threshold value of the interior flat passageway of wearing the passageway under the municipal administration of setting for, the comprehensive quality factor of safety that will wait to monitor each section of flat passageway in the municipal administration passageway and the quality factor of safety threshold value of the interior flat passageway of wearing the passageway under the municipal administration of setting for contrast, if the comprehensive quality factor of safety that waits to monitor some section of flat passageway in the municipal administration passageway is less than the quality factor of safety threshold value of the interior flat passageway of wearing the passageway under the municipal administration of setting for, then correspond the position transmission to remote terminal with this section of flat passageway, and carry out acousto-optic early warning and remind, inform relevant departments to treat to monitor the municipal administration and wear the passageway and block the management, and carry out corresponding treatment to this section of flat passageway in wearing the passageway under.
According to the method, the deviation displacement and the bending moment bearing index of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored are obtained, the comprehensive quality safety coefficient of each section of the gentle channel in the municipal underpass to be monitored is analyzed, and corresponding treatment measures are carried out according to the comparison result, so that the analysis accuracy of the quality safety performance of the municipal underpass engineering is improved, the emergency treatment measures can be carried out on the municipal underpass engineering in advance, the economic benefit of the municipal underpass engineering is improved, and the safety and smoothness of the municipal road are guaranteed.
The foregoing is merely exemplary and illustrative of the principles of the present invention and various modifications, additions and substitutions of the specific embodiments described herein may be made by those skilled in the art without departing from the principles of the present invention or exceeding the scope of the claims set forth herein.
Claims (9)
1. The utility model provides a town road engineering quality safety monitoring management system based on big data analysis which characterized in that: the system comprises a down-passing channel ramp distance detection module, a down-passing channel ramp gradient analysis module, a ramp antiskid coefficient acquisition module, a ramp quality safety analysis module, a gentle channel pavement height detection module, an embedded part deviation displacement acquisition module, an embedded part parameter data detection module, an embedded part parameter data analysis module, a gentle channel quality safety analysis module, a down-passing channel quality safety processing module and a storage database;
the underpass ramp interval detection module is used for detecting the interval between the slope bottom of a ramp in the municipal underpass to be monitored and the ground;
the slope analysis module of the underpass ramp is used for analyzing the slope of the ramp in the municipal underpass to be monitored, extracting the slope of the standard underpass in the municipal road engineering safety standard, and comparing to obtain the slope difference value of the ramp in the municipal underpass to be monitored;
the ramp anti-skid coefficient acquisition module is used for detecting the ground friction index of the ramp in the municipal underpass to be monitored and analyzing the anti-skid coefficient of the ramp in the municipal underpass to be monitored;
the ramp quality safety analysis module is used for analyzing the comprehensive quality safety coefficient of a ramp in the municipal underpass to be monitored;
gentle passageway road surface height detection module for detect the road surface height of waiting to monitor each section gentle passageway in the municipal administration underpass, specifically include:
divide the gentle passageway in will treating monitoring municipal underpass passageway into each section gentle passageway according to setting for length division mode to will treat monitoring municipal underpass passageway in each section gentle passageway mark as aiWherein i is 1, 2.. times.n;
detecting the road surface height of each detection point in each section of gentle channel in the municipal underpass to be monitored, and marking the road surface height of each detection point in each section of gentle channel in the municipal underpass to be monitored as aidjWherein j is 1, 2.. said, m;
analyzing the road surface flatness convergence of each section of gentle channel in the municipal underpass to be monitored
Wherein d isSignExpressed as a standard underpass in municipal road engineering safety regulationsThe road surface height of (a);
the embedded part deviation displacement acquisition module is used for acquiring deviation displacement of each embedded part corresponding to each section of gentle channel in the municipal underpass channel to be monitored;
the embedded part parameter data detection module is used for detecting parameter data of each embedded part corresponding to each section of the gentle channel in the municipal underpass channel to be monitored;
the embedded part parameter data analysis module is used for extracting and storing standard lengths of all sections of the gentle channels corresponding to all embedded parts in the municipal underpass to be monitored so as to obtain bending moment bearing indexes of all sections of the gentle channels corresponding to all embedded parts in the municipal underpass to be monitored;
the quality safety analysis module of the gentle channel is used for analyzing the comprehensive quality safety coefficient of each section of gentle channel in the municipal underpass to be monitored;
and the underpass quality safety processing module is used for receiving the comprehensive quality safety factor of the ramp in the to-be-monitored municipal underpass sent by the ramp quality safety analysis module, carrying out corresponding processing measures according to the comparison result, receiving the comprehensive quality safety factor of each section of the gentle channel in the to-be-monitored municipal underpass sent by the gentle channel quality safety analysis module, and carrying out corresponding processing measures according to the comparison result.
2. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: it waits to monitor the slope bottom of municipal underpass inner ramp and apart from ground interval to detect among the underpass ramp interval detection module, specifically include:
detecting the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored, and marking the distance between the slope bottom and the ground of the upper ramp in the municipal underpass to be monitored as hOn the upper part；
Detecting the distance between the slope of the downhill path in the municipal underpass channel to be monitored, and marking the distance between the slope bottom of the downhill path in the municipal underpass channel to be monitored as hLower part。
3. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: contrast among the underpass ramp slope analysis module obtains the slope difference of waiting to monitor municipal underpass internal ramp, specifically includes:
detecting the slope lengths of an upper slope and a lower slope in the municipal underpass to be monitored, and respectively marking the slope lengths of the upper slope and the lower slope in the municipal underpass to be monitored as LOn the upper part、LLower part；
Analyzing gradient k of an uphill slope in a municipal underpass to be monitoredOn the upper partGradient k of a descending slopeLower partWherein the slope analysis mode of the uphill slope in the municipal underpass to be monitored is
The slope analysis mode of the descending ramp in the municipal underpass to be monitored is
The gradient of the upper ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the upper ramp in the municipal underpass to be monitoredUpper part of；
The gradient of the down ramp in the municipal underpass to be monitored is compared with the gradient of the standard underpass in the municipal road engineering safety standard to obtain the gradient difference value delta k of the down ramp in the municipal underpass to be monitoredLower part。
4. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the analysis is waited to monitor the antiskid coefficient of the interior ramp of municipal underpass in the ramp antiskid coefficient acquisition module, specifically includes:
detecting the ground friction indexes of the upper ramp and the lower ramp in the municipal underpass to be monitored, and marking the ground friction indexes of the upper ramp and the lower ramp in the municipal underpass to be monitoredIs recorded as muOn the upper part、μLower part；
Obtaining the standard antiskid index of the pavement material used by the municipal underpass to be monitored, and marking the standard antiskid index of the pavement material used by the municipal underpass to be monitored as alphaSign；
Analyzing the anti-skid coefficient of an uphill slope in a municipal underpass to be monitored
Slip coefficient of downhill slope
The analysis mode of the anti-skid coefficient of the uphill road in the municipal underpass to be monitored comprises the following steps
The analysis mode of the anti-skid coefficient of the uphill road in the municipal underpass to be monitored comprises the following steps
5. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the comprehensive quality and safety coefficient analysis mode of the ramp in the municipal underpass to be monitored in the ramp quality and safety analysis module is as follows:
the gradient difference delta k of an upper ramp in a municipal underpass to be monitoredOn the upper partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality safety factor xi of the ramp in the municipal underpass channel to be monitoredOn the upper partWherein λ is expressed as a quality safety influence index, k, corresponding to the underpass rampSign boardExpressed as municipal administrationThe grade of a standard underpass in the road engineering safety standard;
gradient difference delta k of a descending ramp in a municipal underpass to be monitoredLower partCoefficient of slip resistance
Substitution formula
Obtaining the comprehensive quality proportion coefficient xi of a descending ramp in the municipal underpass to be monitoredLower part。
6. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the method for acquiring the deviation displacement of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored in the embedded part deviation displacement acquisition module comprises the following steps:
detecting the position of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored, and acquiring the position coordinates of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored;
extracting initial position coordinates of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored;
comparing the position coordinates of the embedded parts corresponding to each section of the gentle channel in the municipal underpass to be monitored with the initial position coordinates to obtain the deviation displacement a of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitoredidv。
7. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the embedded part parameter data detection module detects parameter data of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored, and the method specifically comprises the following steps:
detecting the bending radian of each section of gentle channel corresponding to each embedded part in the municipal underpass to be monitored, and detecting the municipal underpass to be monitoredThe bending radian mark of each embedded part corresponding to each section of gentle channel in the inner part is marked as airvWherein v ═ 1, 2.., u;
detecting the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored, and marking the bearing pressure of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as aifv。
8. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the method for obtaining the bending moment bearing index of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored in the embedded part parameter data analysis module is as follows:
extracting the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored stored in the storage database, and marking the standard length of each embedded part corresponding to each section of the gentle channel in the municipal underpass to be monitored as wSign boardai v；
Analyzing the bending moment bearing index psi of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitoredi vWherein the bending moment bearing index analysis formula of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored is as follows
airvExpressed as the bending radian of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored, aifvExpressed as bearing pressure psi 'of each embedded part corresponding to each section of gentle channel in the municipal underpass to be monitored'Sign boardThe safety bending moment bearing index is expressed as a safety bending moment bearing index corresponding to a standard embedded part in the municipal road engineering safety specification.
9. The municipal road engineering quality safety monitoring and management system based on big data analysis according to claim 1, wherein: the comprehensive quality and safety coefficient analysis formula of each section of gentle channel in the to-be-monitored municipal underpass channel is as follows:
the pavement flatness convergence theta a of each section of gentle channel in the municipal underpass to be monitorediDeviation displacement a of each embedded part corresponding to each section of gentle channel in to-be-monitored municipal underpass channelidvBending moment bearing index psi of each embedded part corresponding to each section of gentle channel in municipal underpass to be monitoredi vSubstitution formula
Obtaining comprehensive quality safety coefficient xi 'of each section of gentle channel in the municipal underpass channel to be monitored'2aiWherein γ is1、γ2、γ3Respectively expressed as the weight index of the quality safety influence of the gentle channel in the municipal underpass channel, dAllow forExpressed as the allowable deviation error of a standard embedment in the municipal road engineering safety code.
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