CN116151698A - Analysis processing method for power engineering quality inspection - Google Patents
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Abstract
The invention provides an analysis processing method for power engineering quality inspection, which comprises the following steps: acquiring engineering quality information after construction is completed, conveying the engineering quality information to an engineering quality analysis module, acquiring construction data in the construction process based on the received engineering quality information by the engineering quality analysis module, and acquiring quality reference data according to the construction data by a data calculation module; the quality reference data are transmitted to an engineering quality analysis module, and the engineering quality analysis module analyzes the quality reference data to obtain quality feedback data; the quality feedback data are transmitted to a quality judging module, and the quality judging module carries out quality grade assessment according to the quality feedback data.
Description
Technical Field
The invention relates to the technical field of engineering quality inspection, in particular to an analysis processing method for electric power engineering quality inspection.
Background
The generalized engineering quality includes not only the physical quality of the engineering but also the working quality of forming the physical quality, and is specifically as follows: 1. re-inspection of the qualification of the construction team, including inspection of the qualification of each subcontractor; 2. detailed reviews of all contracts and technical documents, reports; 3. test means, equipment and instruments are provided to examine the specifications of the method, standard, times and sample for testing in the contract.
In the prior art, after the construction engineering is finished, for the inspection personnel with shallow knowledge, analysis and inspection can not be carried out according to the finished engineering quality only by naked eyes, and when the engineering inspection is carried out, great defects exist, and the property safety of the inspection personnel is affected, so that an analysis and processing method for the quality inspection of the electric power engineering is lacked to solve the problems.
Disclosure of Invention
Aiming at the defects of the prior art, the invention aims to provide an analysis processing method for electric power engineering quality inspection, which is characterized in that engineering quality information after construction engineering is completed is acquired, engineering wall sediment ratio information, engineering wall information and using water flow information in the engineering quality information are analyzed one by one, whether each project is qualified or not is judged according to the acquired data, a qualification threshold value and a elimination threshold value are set according to qualification or disqualification, quality assessment grade assessment is carried out based on the acquired different values, each grade is processed respectively, and inspection effect of engineering quality is improved.
In order to achieve the above object, the present invention is realized by the following technical scheme: an analysis processing method for power engineering quality inspection comprises the following specific steps:
step S1: the engineering information acquisition module acquires engineering quality information after construction is completed, the engineering quality information is transmitted to the engineering quality analysis module, and the engineering quality analysis module acquires construction data in the construction process based on the received engineering quality information;
step S2: the construction data are transmitted to a data calculation module, and the data calculation module acquires quality reference data according to the construction data;
step S3: the quality reference data are transmitted to an engineering quality analysis module, and the engineering quality analysis module analyzes the quality reference data to obtain quality feedback data;
step S4: and transmitting the quality feedback data to a quality judging module, wherein the quality judging module carries out quality grade assessment according to the quality feedback data to obtain quality assessment grade, and the information reminding module carries out quality inspection reminding according to the quality assessment grade.
Further, in the step S1, the engineering quality information includes engineering wall sediment ratio information, engineering wall information and using water flow information; the engineering quality analysis module receives sediment ratio information of an engineering wall body, engineering wall body information and water flow information for analysis respectively;
when the engineering quality analysis module analyzes the sediment ratio information of the engineering wall, the engineering quality analysis module specifically comprises the following steps:
acquiring a sediment ratio value in sediment ratio information of an engineering wall body to obtain a sediment ratio value, and acquiring a standard sediment ratio value;
comparing the standard sediment ratio value with the obtained sediment ratio value, and judging whether the sediment mixing ratio of the engineering wall is qualified or not;
if the sediment is qualified, setting sediment qualification thresholds, judging the quality degree of the engineering corresponding to each sediment qualification threshold, and assigning a value to each sediment qualification threshold;
if the engineering quality is not qualified, setting a sediment elimination threshold value, judging the degree of engineering quality failure corresponding to each sediment elimination threshold value, and assigning a value to each sediment elimination threshold value;
when the engineering quality analysis module analyzes the engineering wall information, obtaining a wall inclination value in the engineering wall information, and judging the quality of the wall according to the wall inclination value;
when the engineering quality analysis module analyzes the using water flow information, acquiring a water flow speed value and an outflow speed value in the using water flow information, acquiring the total water discharge amount within 1min, and acquiring the water flow speed value according to the total water discharge amount and a time value;
the method comprises the steps that a standard water flow speed value is obtained through a server, if the standard water flow speed value is smaller than or equal to the water flow speed value, the water flow speed is judged to be qualified, and if the standard water flow speed value is larger than the water flow speed value, the water flow speed is judged to be unqualified;
defining a value with qualified water flow speed as a first water flow speed value, and defining a value with unqualified water flow speed as a second water flow speed value;
if the water flow rate is qualified, pouring the collected total water amount into a drain pipe, acquiring the drainage completion time, obtaining an outflow speed value by combining the total water amount and the drainage completion time, and obtaining a difference between the outflow speed value and the water flow speed value;
if the difference value is larger than the water flow speed value, judging that the outflow speed is qualified; if the difference value is smaller than the water flow speed value, judging that the outflow speed is unqualified;
defining a value with qualified outflow speed as a first outflow speed value, and defining a value with unqualified outflow speed as a second outflow speed value;
defining a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold value, a sediment elimination threshold value, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value as construction data, and transmitting the construction data to a data calculation module.
Further, when the sediment ratio value is obtained, the following is specific:
cutting a certain-shape sediment mixing block on the engineering quality site, cutting a plurality of blocks, respectively punching the cut plurality of sediment mixing blocks to obtain a plurality of sediment punching force values, observing the sizes of the plurality of sediment punching force values, judging that the sediment punching force values are in a safe range if the sediment punching force values are between 0 and 50N, judging that sediment mixing is uniform, judging that sediment mixing is not uniform if the sediment mixing is between 50 and 200N, and judging that the engineering quality is unqualified if the sediment mixing is more than 200N, and continuously checking;
selecting a plurality of molding boxes, wherein the shapes of molding cavities in the molding boxes are the same as that of sediment mixing blocks, uniformly mixing sediment and water in different proportions, pouring the mixture into the molding cavities respectively, adhering sediment mixing proportion labels in each molding cavity on the surfaces of the molding boxes, standing, obtaining a plurality of manufacturing sediment blocks after complete solidification, and stamping the manufacturing sediment blocks to obtain stamping values;
arranging the obtained punching values according to the arrangement sequence of the forming boxes, selecting the punching value closest to the sediment punching force value, and obtaining the sediment ratio value corresponding to the punching value;
obtaining a punching value corresponding to the standard sediment ratio, if the corresponding punching value is smaller than or equal to the sediment punching value, judging that the sediment mixing proportion is qualified, and if the corresponding punching value is larger than the sediment punching value, judging that the sediment mixing proportion is unqualified;
the method comprises the steps of obtaining a maximum punching value and a minimum punching value, and setting the maximum punching value as follows: CYZmax; the minimum punching value is: CYZmin; the punching value corresponding to the standard sediment ratio is as follows: bzcz;
then the sediment qualification threshold value is within [ BZCYZ, CYZmax ], and the sediment elimination threshold value is within [ CYZmin, BZCYZ ].
Further, the first sediment qualification threshold, the second sediment qualification threshold and the third sediment qualification threshold are specifically divided between [ BZCYZ, CYZmax ]; the value of the first sediment qualification threshold is smaller than that of the second sediment qualification threshold, the value of the second sediment qualification threshold is smaller than that of the third sediment qualification threshold, the value of the first sediment qualification threshold is a1, the value of the second sediment qualification threshold is a2, the value of the third sediment qualification threshold is a3, and a1 is smaller than a2 and smaller than a3;
the first sediment elimination threshold value, the second sediment elimination threshold value and the third sediment elimination threshold value are specifically divided among [ CYZmin, BZCYZ); the first sediment elimination threshold value is smaller than the second sediment elimination threshold value, the second sediment elimination threshold value is smaller than the third sediment elimination threshold value, the first sediment elimination threshold value is b1, the second sediment elimination threshold value is b2, the third sediment elimination threshold value is b3, and b1 is smaller than b2 and smaller than b3.
Further, the data calculation module receives a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold, a sediment elimination threshold, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value;
the data calculation module acquires a combination reference value through a wall inclination value, a sediment qualification threshold value, a first water flow speed value and a first outflow speed value;
the data calculation module acquires an elimination reference value through a wall inclination value, a sediment elimination threshold value, a second water flow speed value and a second outflow speed value;
the data calculation module receives a standard sediment stamping value, a standard water flow speed value and a standard outflow speed value and acquires a combination critical value;
and defining the qualified critical value, the elimination reference value and the qualified reference value as quality reference data, and transmitting the quality reference data to an engineering quality analysis module.
Further, the engineering quality analysis module receives the qualified reference value for analysis, the greater the calculated qualified reference value is, the better the engineering quality inspection effect is judged, the greater the calculated eliminated reference value is, the closer the engineering quality is to the qualified quality, the smaller the eliminated reference value is, and the worse the engineering quality is judged;
and (3) carrying out difference between the qualified critical value and the elimination reference value, carrying out difference between the qualified critical value and the qualified reference value, defining data obtained by the difference as quality feedback data, and conveying the quality feedback data to a quality judging module.
Further, the quality judging module is used for carrying out difference between the qualified critical value and the elimination reference value, and if the difference is larger than TTCKz/3, the engineering quality is judged to be poor; is of a first grade;
if the difference is smaller than TTCKz/3, judging that the engineering quality is poor; a second level;
performing difference between the qualified reference value and the qualified critical value, and judging that the engineering quality is qualified if the difference is [0, HGLJz/3); a third grade;
if the difference value is [ HGLJz/3,2 XHGLJz/3), judging that the engineering quality is good; fourth grade;
if the difference value is [2 XHGLJz/3, HGLJz ], judging that the engineering quality is excellent; a fifth grade; if the evaluation is the first level, the project is rebuilt.
The invention has the beneficial effects that: according to the invention, engineering quality information after construction engineering is obtained, engineering wall sediment ratio information, engineering wall information and using water flow information in the engineering quality information are analyzed one by one, whether each project is qualified or not is judged according to the obtained data, a qualification threshold value and a elimination threshold value are set according to qualification or disqualification, quality assessment grade is carried out based on the obtained different values, each grade is processed respectively, and the inspection effect of engineering quality is improved.
The method comprises the steps of obtaining a standard sediment stamping value, a standard water flow speed value and a standard outflow speed value, obtaining a qualified critical value according to the obtained values, judging whether engineering quality is qualified or not according to the value of the qualified critical value, obtaining a plurality of assessment grades by carrying out difference with a qualified reference value or an obsolete reference value, and carrying out respective treatment according to the assessment grades.
Additional aspects of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
Other features, objects and advantages of the present invention will become more apparent upon reading of the detailed description of non-limiting embodiments, given with reference to the accompanying drawings in which:
FIG. 1 is a schematic block diagram of an analytical processing method for quality inspection of electrical power engineering according to the present invention;
FIG. 2 is a diagram of steps in an analysis processing method for quality inspection of electric power engineering according to the present invention;
fig. 3 is a schematic diagram of the analysis processing method for quality inspection of electric power engineering according to the present invention when obtaining the wall inclination value.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the invention. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of exemplary embodiments according to the present invention.
Embodiments of the invention and features of the embodiments may be combined with each other without conflict.
Referring to fig. 1-3, the present invention provides an analysis processing method for quality inspection of power engineering, the processing method specifically includes: the engineering information acquisition module acquires engineering quality information after construction is completed, the engineering quality information is transmitted to the engineering quality analysis module, and the engineering quality analysis module acquires construction data in the construction process based on the received engineering quality information;
the engineering quality information comprises engineering wall sediment ratio information, engineering wall information and using water flow information; the engineering quality analysis module receives sediment ratio information of an engineering wall body, engineering wall body information and water flow information for analysis respectively;
when the engineering quality analysis module analyzes the sediment ratio information of the engineering wall, the engineering quality analysis module specifically comprises the following steps:
acquiring a sediment ratio value in sediment ratio information of an engineering wall body to obtain a sediment ratio value, and acquiring a standard sediment ratio value;
comparing the standard sediment ratio value with the obtained sediment ratio value, and judging whether the sediment mixing ratio of the engineering wall is qualified or not;
if the sediment is qualified, setting sediment qualification thresholds, judging the quality degree of the engineering corresponding to each sediment qualification threshold, and assigning a value to each sediment qualification threshold;
it should be noted that: judging according to the engineering quality surface flatness and smoothness when judging the excellent degree;
if the engineering quality is not qualified, setting a sediment elimination threshold value, judging the degree of engineering quality failure corresponding to each sediment elimination threshold value, and assigning a value to each sediment elimination threshold value;
when the sediment ratio value is obtained, the concrete steps are as follows:
cutting a certain-shape sediment mixing block on the engineering quality site, cutting a plurality of blocks, respectively punching the cut plurality of sediment mixing blocks to obtain a plurality of sediment punching force values, observing the sizes of the plurality of sediment punching force values, judging that the sediment punching force values are in a safe range if the sediment punching force values are between 0 and 50N, judging that sediment mixing is uniform, judging that sediment mixing is not uniform if the sediment mixing is between 50 and 200N, and judging that the engineering quality is unqualified if the sediment mixing is more than 200N, and continuously checking;
wherein, a certain shape of the sediment mixing block is generally a square sediment mixing block;
selecting a plurality of molding boxes, wherein the shapes of molding cavities in the molding boxes are the same as that of sediment mixing blocks, uniformly mixing sediment and water in different proportions, pouring the mixture into the molding cavities respectively, adhering sediment mixing proportion labels in each molding cavity on the surfaces of the molding boxes, standing, obtaining a plurality of manufacturing sediment blocks after complete solidification, and stamping the manufacturing sediment blocks to obtain stamping values;
arranging the obtained punching values according to the arrangement sequence of the forming boxes, selecting the punching value closest to the sediment punching force value, and obtaining the sediment ratio value corresponding to the punching value;
obtaining a punching value corresponding to the standard sediment ratio, if the corresponding punching value is smaller than or equal to the sediment punching value, judging that the sediment mixing proportion is qualified, and if the corresponding punching value is larger than the sediment punching value, judging that the sediment mixing proportion is unqualified;
the method comprises the steps of obtaining a maximum punching value and a minimum punching value, and setting the maximum punching value as follows: CYZmax; the minimum punching value is: CYZmin; the punching value corresponding to the standard sediment ratio is as follows: bzcz;
then the sediment qualification threshold value is in [ BZCYZ, CYZmax ], and the sediment elimination threshold value is in [ CYZmin, BZCYZ ]; assigning a sediment qualification threshold value as a, and assigning a sediment elimination threshold value as b; assigning a value of a+b/2 to a standard sediment stamping value;
the punching value corresponding to the standard sediment ratio is the standard sediment punching value, and the standard sediment ratio is set by the server and is the standard ratio during manufacturing;
specific: the method comprises the steps of specifically dividing the space between [ BZCYZ, CYZmax ] into a first sediment qualification threshold, a second sediment qualification threshold and a third sediment qualification threshold; the value of the first sediment qualification threshold is smaller than that of the second sediment qualification threshold, the value of the second sediment qualification threshold is smaller than that of the third sediment qualification threshold, the value of the first sediment qualification threshold is a1, the value of the second sediment qualification threshold is a2, the value of the third sediment qualification threshold is a3, and a1 is smaller than a2 and smaller than a3;
the first sediment elimination threshold value, the second sediment elimination threshold value and the third sediment elimination threshold value are specifically divided among [ CYZmin, BZCYZ); the first sediment removal threshold value is smaller than the second sediment removal threshold value, the second sediment removal threshold value is smaller than the third sediment removal threshold value, the first sediment removal threshold value is b1, the second sediment removal threshold value is b2, the third sediment removal threshold value is b3, and b1 is less than b2 and less than b3;
when the engineering quality analysis module analyzes the engineering wall information, the engineering quality analysis module specifically comprises the following steps:
obtaining a wall inclination value in engineering wall information, and judging the quality of the wall according to the wall inclination value;
forming a second intersection point on the other wall body from one corner of the wall body to form a straight line perpendicular to the second intersection point, obtaining a straight line distance S, measuring the distance between the second intersection point and one corner of the wall body adjacent to the second intersection point to obtain a distance L1, setting the inclination value of the wall body to be alpha, and knowing tan alpha=L1/S according to a trigonometric function; obtaining the value of the wall inclination value alpha;
the engineering quality analysis module is used for analyzing the using water flow information, and specifically comprises the following steps:
acquiring a water flow speed value and an outflow speed value in the water flow information, acquiring the total water discharge amount within 1min, and acquiring the water flow speed value according to the total water discharge amount and the time value;
the method comprises the steps that a standard water flow speed value is obtained through a server, if the standard water flow speed value is smaller than or equal to the water flow speed value, the water flow speed is judged to be qualified, and if the standard water flow speed value is larger than the water flow speed value, the water flow speed is judged to be unqualified;
defining a value with qualified water flow speed as a first water flow speed value, and defining a value with unqualified water flow speed as a second water flow speed value;
if the water flow rate is qualified, pouring the collected total water amount into a drain pipe, acquiring the drainage completion time, obtaining an outflow speed value by combining the total water amount and the drainage completion time, and obtaining a difference between the outflow speed value and the water flow speed value;
if the difference value is larger than the water flow speed value, judging that the outflow speed is qualified; if the difference value is smaller than the water flow speed value, judging that the outflow speed is unqualified;
defining a value with qualified outflow speed as a first outflow speed value, and defining a value with unqualified outflow speed as a second outflow speed value;
defining a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold value, a sediment elimination threshold value, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value as construction data, and transmitting the construction data to a data calculation module;
the construction data are transmitted to a data calculation module, and the data calculation module acquires quality reference data according to the construction data;
the data calculation module receives a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold, a sediment elimination threshold, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value;
the data calculation module acquires a combination reference value through a wall inclination value, a sediment qualification threshold value, a first water flow speed value and a first outflow speed value;
setting a first water flow speed value as follows: DYSLSDz; first outflow speed value: DYLCSDz; the qualified reference values are: HGCKz;
hgckz=a×dyslsdz×dylcsdz/α;
when actual calculation is carried out, substituting a1, a2 or a3 into a formula of a qualified reference value according to the value of the sediment qualification threshold;
the data calculation module acquires an elimination reference value through a wall inclination value, a sediment elimination threshold value, a second water flow speed value and a second outflow speed value;
setting a second water flow speed value as follows: DESLSDz; second outflow speed value: DELCSDz; the elimination reference values are: TTCKz;
ttckz=b×desisdz×delcsdz/α;
when the sediment elimination threshold value is actually calculated, substituting b1, b2 or b3 into an elimination reference value formula according to the numerical value to obtain;
the data calculation module receives a standard sediment stamping value, a standard water flow speed value and a standard outflow speed value and acquires a combination critical value;
setting a standard outflow speed value to be 2 times of a standard water flow speed value;
setting standard water flow speed values as follows: vsl; the standard outflow speed values were: 2Vsl; the qualification threshold is: HGLJz;
hgljz=a+b/2×vsl×2Vsl;
defining a qualified critical value, an obsolete reference value and a qualified reference value as quality reference data;
the quality reference data are transmitted to an engineering quality analysis module, and the engineering quality analysis module analyzes the quality reference data to obtain quality feedback data;
the engineering quality analysis module receives the qualified reference value for analysis, the greater the calculated qualified reference value is, the better the engineering quality inspection effect is judged, the greater the calculated eliminated reference value is, the closer the engineering quality is to the qualified quality, the smaller the eliminated reference value is, and the worse the engineering quality is judged;
performing difference between the qualified critical value and the elimination reference value, performing difference between the qualified critical value and the qualified critical value, and defining data obtained by the difference as quality feedback data;
and the quality feedback data are sent to a quality judging module, the quality judging module carries out quality grade assessment according to the quality feedback data to obtain quality assessment grade, and the information reminding module carries out quality inspection reminding according to the quality assessment grade.
Performing difference solving on the qualified critical value and the elimination reference value, and judging that the engineering quality is poor if the difference value is larger than TTCKz/3; is of a first grade;
if the difference is smaller than TTCKz/3, judging that the engineering quality is poor; a second level;
performing difference between the qualified reference value and the qualified critical value, and judging that the engineering quality is qualified if the difference is [0, HGLJz/3); a third grade;
if the difference value is [ HGLJz/3,2 XHGLJz/3), judging that the engineering quality is good; fourth grade;
if the difference value is [2 XHGLJz/3, HGLJz ], judging that the engineering quality is excellent; a fifth grade;
if the evaluation is the first level, the project is rebuilt.
Working principle: an analysis processing method for the quality inspection of electric power engineering comprises the following specific steps:
step S1: acquiring engineering quality information after construction is completed, conveying the engineering quality information to an engineering quality analysis module, and acquiring construction data in a construction process based on the received engineering quality information by the engineering quality analysis module;
the engineering quality information comprises engineering wall sediment ratio information, engineering wall information and using water flow information; the engineering quality analysis module receives sediment ratio information of an engineering wall body, engineering wall body information and water flow information for analysis respectively; in the analysis, the specific steps are as follows:
step S11: acquiring a sediment ratio value in sediment ratio information of an engineering wall body to obtain a sediment ratio value, and acquiring a standard sediment ratio value and a standard sediment punching value;
comparing the standard sediment ratio value with the obtained sediment ratio value, and judging whether the sediment mixing ratio of the engineering wall is qualified or not;
if the sediment is qualified, setting sediment qualification thresholds, judging the quality degree of the engineering corresponding to each sediment qualification threshold, and assigning a value to each sediment qualification threshold;
if the engineering quality is not qualified, setting a sediment elimination threshold value, judging the degree of engineering quality failure corresponding to each sediment elimination threshold value, and assigning a value to each sediment elimination threshold value;
step S12: obtaining a wall inclination value in engineering wall information, and judging the quality of the wall according to the wall inclination value;
step S13: acquiring a water flow speed value and an outflow speed value in the water flow information, acquiring the total water discharge amount within 1min, and acquiring the water flow speed value according to the total water discharge amount and the time value; the method comprises the steps that a standard water flow speed value is obtained through a server, if the standard water flow speed value is smaller than or equal to the water flow speed value, the water flow speed is judged to be qualified, and if the standard water flow speed value is larger than the water flow speed value, the water flow speed is judged to be unqualified; defining a value with qualified water flow speed as a first water flow speed value, and defining a value with unqualified water flow speed as a second water flow speed value;
step S14: if the water flow rate is qualified, pouring the collected total water amount into a drain pipe, acquiring the drainage completion time, obtaining an outflow speed value by combining the total water amount and the drainage completion time, and obtaining a difference between the outflow speed value and the water flow speed value; setting a standard outflow speed value to be 2 times of a standard water flow speed value; if the difference value is larger than the water flow speed value, judging that the outflow speed is qualified; if the difference value is smaller than the water flow speed value, judging that the outflow speed is unqualified; defining a value with qualified outflow speed as a first outflow speed value, and defining a value with unqualified outflow speed as a second outflow speed value;
step S15: defining a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold value, a sediment elimination threshold value, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value as construction data, and conveying the construction data to a data calculation module;
step S2: the construction data are transmitted to a data calculation module, and the data calculation module acquires quality reference data according to the construction data;
the data calculation module acquires a combination reference value through a sediment qualification threshold value, a first water flow speed value and a first outflow speed value;
the data calculation module acquires an elimination reference value through a sediment elimination threshold value, a second water flow speed value and a second outflow speed value;
the data calculation module receives a standard sediment stamping value, a standard water flow speed value and a standard outflow speed value and acquires a combination critical value; defining a qualified critical value, an obsolete reference value and a qualified reference value as quality reference data;
step S3: the quality reference data are transmitted to an engineering quality analysis module, and the engineering quality analysis module analyzes the quality reference data to obtain quality feedback data;
the engineering quality analysis module receives the qualified reference value for analysis, the greater the calculated qualified reference value is, the better the engineering quality inspection effect is judged, the greater the calculated eliminated reference value is, the closer the engineering quality is to the qualified quality, the smaller the eliminated reference value is, and the worse the engineering quality is judged;
performing difference between the qualified critical value and the elimination reference value, performing difference between the qualified critical value and the qualified critical value, and defining data obtained by the difference as quality feedback data;
step S4: and the quality feedback data are sent to a quality judging module, the quality judging module carries out quality grade assessment according to the quality feedback data to obtain quality assessment grade, and the information reminding module carries out quality inspection reminding according to the quality assessment grade.
It will be appreciated by those skilled in the art that embodiments of the present invention may be provided as a method, system, or computer program product. Accordingly, the present invention may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present invention may take the form of a computer program product embodied on one or more computer-usable storage media having computer-usable program code embodied therein. The storage medium may be implemented by any type or combination of volatile or nonvolatile Memory devices, such as static random access Memory (Static Random Access Memory, SRAM), electrically erasable Programmable Read-Only Memory (Electrically Erasable Programmable Read-Only Memory, EEPROM), erasable Programmable Read-Only Memory (Erasable Programmable Read Only Memory, EPROM), programmable Read-Only Memory (PROM), read-Only Memory (ROM), magnetic Memory, flash Memory, magnetic disk, or optical disk.
The above examples are only specific embodiments of the present invention, and are not intended to limit the scope of the present invention, but it should be understood by those skilled in the art that the present invention is not limited thereto, and that the present invention is described in detail with reference to the foregoing examples: any person skilled in the art may modify or easily conceive of the technical solution described in the foregoing embodiments, or perform equivalent substitution of some of the technical features, while remaining within the technical scope of the present disclosure; such modifications, changes or substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention, and are intended to be included in the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. The analysis processing method for the quality inspection of the power engineering is characterized by comprising the following specific steps of:
step S1: the engineering information acquisition module acquires engineering quality information after construction is completed, the engineering quality information is transmitted to the engineering quality analysis module, and the engineering quality analysis module acquires construction data in the construction process based on the received engineering quality information;
step S2: the construction data are transmitted to a data calculation module, and the data calculation module acquires quality reference data according to the construction data;
step S3: the quality reference data are transmitted to an engineering quality analysis module, and the engineering quality analysis module analyzes the quality reference data to obtain quality feedback data;
step S4: and transmitting the quality feedback data to a quality judging module, wherein the quality judging module carries out quality grade assessment according to the quality feedback data to obtain quality assessment grade, and the information reminding module carries out quality inspection reminding according to the quality assessment grade.
2. The analytical processing method for electrical engineering quality inspection according to claim 1, wherein in the step S1, the engineering quality information includes engineering wall sediment ratio information, engineering wall information, and usage water flow information; the engineering quality analysis module receives sediment ratio information of an engineering wall body, engineering wall body information and water flow information for analysis respectively;
when the engineering quality analysis module analyzes the sediment ratio information of the engineering wall, the engineering quality analysis module specifically comprises the following steps:
acquiring a sediment ratio value in sediment ratio information of an engineering wall body to obtain a sediment ratio value, and acquiring a standard sediment ratio value, wherein a stamping value corresponding to the standard sediment ratio value is a standard sediment stamping value;
comparing the standard sediment ratio value with the obtained sediment ratio value, and judging whether the sediment mixing ratio of the engineering wall is qualified or not;
if the sediment is qualified, setting sediment qualification thresholds, judging the quality degree of the engineering corresponding to each sediment qualification threshold, and assigning a value to each sediment qualification threshold;
if the engineering quality is not qualified, setting a sediment elimination threshold value, judging the degree of engineering quality failure corresponding to each sediment elimination threshold value, and assigning a value to each sediment elimination threshold value;
when the engineering quality analysis module analyzes the engineering wall information, obtaining a wall inclination value in the engineering wall information, and judging the quality of the wall according to the wall inclination value;
when the engineering quality analysis module analyzes the using water flow information, acquiring a water flow speed value and an outflow speed value in the using water flow information, acquiring the total water discharge amount within 1min, and acquiring the water flow speed value according to the total water discharge amount and a time value;
the method comprises the steps that a standard water flow speed value is obtained through a server, if the standard water flow speed value is smaller than or equal to the water flow speed value, the water flow speed is judged to be qualified, and if the standard water flow speed value is larger than the water flow speed value, the water flow speed is judged to be unqualified;
defining a value with qualified water flow speed as a first water flow speed value, and defining a value with unqualified water flow speed as a second water flow speed value;
if the water flow speed is qualified, pouring the collected total water amount into a drain pipe, acquiring the drainage completion time, obtaining an outflow speed value by combining the total water amount and the drainage completion time, and obtaining a difference between the outflow speed value and the water flow speed value;
if the difference value is larger than or equal to the water flow speed value, judging that the outflow speed is qualified; if the difference value is smaller than the water flow speed value, judging that the outflow speed is unqualified;
defining a value with qualified outflow speed as a first outflow speed value, and defining a value with unqualified outflow speed as a second outflow speed value;
defining a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold value, a sediment elimination threshold value, a first water flow speed value, a second water flow speed value, a first outflow speed value and a second outflow speed value as construction data, and transmitting the construction data to a data calculation module.
3. The analytical processing method for the quality inspection of the electric power engineering according to claim 2, wherein the sediment ratio value is obtained, specifically comprising the following steps:
cutting a certain-shape sediment mixing block on the engineering quality site, cutting a plurality of blocks, respectively punching the cut plurality of sediment mixing blocks to obtain a plurality of sediment punching force values, observing the sizes of the plurality of sediment punching force values, judging that the sediment punching force values are in a safe range if the sediment punching force values are between 0 and 50N, judging that sediment mixing is uniform, judging that sediment mixing is not uniform if the sediment mixing is between 50 and 200N, and judging that the engineering quality is unqualified if the sediment mixing is more than 200N, and continuously checking;
selecting a plurality of molding boxes, wherein the shapes of molding cavities in the molding boxes are the same as that of sediment mixing blocks, uniformly mixing sediment and water in different proportions, pouring the mixture into the molding cavities respectively, adhering sediment mixing proportion labels in each molding cavity on the surfaces of the molding boxes, standing, obtaining a plurality of manufacturing sediment blocks after complete solidification, and stamping the manufacturing sediment blocks to obtain stamping values;
arranging the obtained punching values according to the arrangement sequence of the forming boxes, selecting the punching value closest to the sediment punching force value, and obtaining the sediment ratio value corresponding to the punching value;
obtaining a punching value corresponding to the standard sediment ratio, if the corresponding punching value is smaller than or equal to the sediment punching value, judging that the sediment mixing proportion is qualified, and if the corresponding punching value is larger than the sediment punching value, judging that the sediment mixing proportion is unqualified;
the method comprises the steps of obtaining a maximum punching value and a minimum punching value, and setting the maximum punching value as follows: CYZmax; the minimum punching value is: CYZmin; the punching value corresponding to the standard sediment ratio is as follows: bzcz;
then the sediment qualification threshold value is within [ BZCYZ, CYZmax ], and the sediment elimination threshold value is within [ CYZmin, BZCYZ ].
4. An analytical processing method for electrical engineering quality inspection according to claim 3, characterized in that between [ bzcz, CYZmax ] a first silt pass threshold, a second silt pass threshold and a third silt pass threshold are specified; the value of the first sediment qualification threshold is smaller than that of the second sediment qualification threshold, the value of the second sediment qualification threshold is smaller than that of the third sediment qualification threshold, the value of the first sediment qualification threshold is a1, the value of the second sediment qualification threshold is a2, the value of the third sediment qualification threshold is a3, and a1 is smaller than a2 and smaller than a3;
the first sediment elimination threshold value, the second sediment elimination threshold value and the third sediment elimination threshold value are specifically divided among [ CYZmin, BZCYZ); the first sediment elimination threshold value is smaller than the second sediment elimination threshold value, the second sediment elimination threshold value is smaller than the third sediment elimination threshold value, the first sediment elimination threshold value is b1, the second sediment elimination threshold value is b2, the third sediment elimination threshold value is b3, and b1 is smaller than b2 and smaller than b3.
5. The analytical processing method for quality inspection of electrical engineering according to claim 2, wherein the data calculation module receives a wall inclination value, a standard sediment stamping value, a standard water flow speed value, a standard outflow speed value, a sediment qualification threshold, a sediment elimination threshold, a first water flow speed value, a second water flow speed value, a first outflow speed value, and a second outflow speed value;
the data calculation module acquires a combination reference value through a wall inclination value, a sediment qualification threshold value, a first water flow speed value and a first outflow speed value;
the data calculation module acquires an elimination reference value through a wall inclination value, a sediment elimination threshold value, a second water flow speed value and a second outflow speed value;
the data calculation module receives a standard sediment stamping value, a standard water flow speed value and a standard outflow speed value and acquires a combination critical value;
and defining the qualified critical value, the elimination reference value and the qualified reference value as quality reference data, and transmitting the quality reference data to an engineering quality analysis module.
6. The analysis processing method for the quality inspection of the electric power engineering according to claim 5, wherein the engineering quality analysis module receives a qualified reference value for analysis, the greater the calculated qualified reference value is, the better the engineering quality inspection effect is judged, the greater the calculated obsolete reference value is, the closer the engineering quality is to the qualified quality is judged, the smaller the obsolete reference value is, and the worse the engineering quality is judged;
and (3) carrying out difference between the qualified critical value and the elimination reference value, carrying out difference between the qualified critical value and the qualified reference value, defining data obtained by the difference as quality feedback data, and conveying the quality feedback data to a quality judging module.
7. The analytical processing method for quality inspection of electrical power engineering according to claim 6, wherein the quality determination module performs a difference between a pass threshold and a reject reference, and sets the reject reference as: TTCKz, pass threshold is: HGLJz, if the difference is greater than or equal to TTCKz/3, judge the engineering quality is bad; is of a first grade;
if the difference is smaller than TTCKz/3, judging that the engineering quality is poor; a second level;
performing difference between the qualified reference value and the qualified critical value, and judging that the engineering quality is qualified if the difference is [0, HGLJz/3); a third grade;
if the difference value is [ HGLJz/3,2 XHGLJz/3), judging that the engineering quality is good; fourth grade;
if the difference value is [2 XHGLJz/3, HGLJz ], judging that the engineering quality is excellent; a fifth grade; if the evaluation is the first level, the project is rebuilt.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117808376A (en) * | 2024-02-29 | 2024-04-02 | 杭州钱塘产城开发集团有限公司 | Construction engineering quality detection supervision method and system |
CN118313670A (en) * | 2024-06-07 | 2024-07-09 | 南京工业大学 | Intelligent building site risk monitoring and evaluating method |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009090658A2 (en) * | 2008-01-17 | 2009-07-23 | Sobha Developers Limited | Method and system for quality evaluation on construction sites |
CN105976273A (en) * | 2016-04-29 | 2016-09-28 | 华能澜沧江水电股份有限公司 | Highly roller compacted concrete dam construction procedure quality evaluation system and method |
CN108256744A (en) * | 2017-12-27 | 2018-07-06 | 北京帕克国际工程咨询股份有限公司 | Construction engineering quality checking system and method |
CN110470732A (en) * | 2019-05-09 | 2019-11-19 | 成都生活家网络科技有限公司 | A kind of building decoration engineering mass monitoring system |
US20210019552A1 (en) * | 2018-04-26 | 2021-01-21 | Nec Corporation | Data analysis device, precision estimation device, data analysis method, and storage medium |
CN113421170A (en) * | 2021-06-16 | 2021-09-21 | 广东诚誉工程咨询监理有限公司 | Comprehensive optimization management system and method for power engineering quality |
US20210373512A1 (en) * | 2020-05-27 | 2021-12-02 | Hongfujin Precision Electronics(Tianjin)Co.,Ltd. | Quality control method and computing device utilizing method |
KR20220043295A (en) * | 2020-09-29 | 2022-04-05 | 주식회사 포스코건설 | System and method of managing defect in construction being based on big data analysis, computer readable medium |
WO2022094934A1 (en) * | 2020-11-06 | 2022-05-12 | 深圳市深能环保东部有限公司 | Site location-based system and method for management of engineering quality acceptance |
CN115619594A (en) * | 2022-12-21 | 2023-01-17 | 南京六的平方信息技术有限公司 | Wisdom management system based on engineering construction equipment power consumption data |
-
2023
- 2023-04-24 CN CN202310447156.3A patent/CN116151698B/en active Active
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009090658A2 (en) * | 2008-01-17 | 2009-07-23 | Sobha Developers Limited | Method and system for quality evaluation on construction sites |
CN105976273A (en) * | 2016-04-29 | 2016-09-28 | 华能澜沧江水电股份有限公司 | Highly roller compacted concrete dam construction procedure quality evaluation system and method |
CN108256744A (en) * | 2017-12-27 | 2018-07-06 | 北京帕克国际工程咨询股份有限公司 | Construction engineering quality checking system and method |
US20210019552A1 (en) * | 2018-04-26 | 2021-01-21 | Nec Corporation | Data analysis device, precision estimation device, data analysis method, and storage medium |
CN110470732A (en) * | 2019-05-09 | 2019-11-19 | 成都生活家网络科技有限公司 | A kind of building decoration engineering mass monitoring system |
US20210373512A1 (en) * | 2020-05-27 | 2021-12-02 | Hongfujin Precision Electronics(Tianjin)Co.,Ltd. | Quality control method and computing device utilizing method |
KR20220043295A (en) * | 2020-09-29 | 2022-04-05 | 주식회사 포스코건설 | System and method of managing defect in construction being based on big data analysis, computer readable medium |
WO2022094934A1 (en) * | 2020-11-06 | 2022-05-12 | 深圳市深能环保东部有限公司 | Site location-based system and method for management of engineering quality acceptance |
CN113421170A (en) * | 2021-06-16 | 2021-09-21 | 广东诚誉工程咨询监理有限公司 | Comprehensive optimization management system and method for power engineering quality |
CN115619594A (en) * | 2022-12-21 | 2023-01-17 | 南京六的平方信息技术有限公司 | Wisdom management system based on engineering construction equipment power consumption data |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN117808376A (en) * | 2024-02-29 | 2024-04-02 | 杭州钱塘产城开发集团有限公司 | Construction engineering quality detection supervision method and system |
CN118313670A (en) * | 2024-06-07 | 2024-07-09 | 南京工业大学 | Intelligent building site risk monitoring and evaluating method |
CN118313670B (en) * | 2024-06-07 | 2024-10-11 | 南京工业大学 | Intelligent building site risk monitoring and evaluating method |
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