CN113720565B - Railing collision test method, railing collision test system, storage medium and intelligent terminal - Google Patents

Abstract

The application relates to a railing collision test method, a railing collision test system, a storage medium and an intelligent terminal, wherein the railing collision test method comprises the steps of determining corresponding material characteristic parameters in current image characteristic information; determining the corresponding limit impact height in the parameter information of the material to be tested; determining the image center height corresponding to the current image characteristic information; calculating limit height information; calculating the height information of the current test stage; determining the inclination angle of the railing, and comparing the inclination angle information of the approved railing with the safety inclination angle information; if the test height is smaller than or equal to the safety height, recording the test height as the safety height and selecting the test height with the highest safety height; comparing the height corresponding to the test limit height information with the height corresponding to the reference limit height information; if the number is greater than or equal to the preset number, recording as qualified; if the number is smaller than the predetermined value, the record is failed. The test device has the advantages of fewer test times, saving a large amount of labor force and improving the efficiency of the test.

Description

Railing collision test method, railing collision test system, storage medium and intelligent terminal

Technical Field

The application relates to the field of railing performance detection, in particular to a railing collision test method, a railing collision test system, a storage medium and an intelligent terminal.

Background

The railing is used as a matched component of a building and the like, relates to places where people frequently move, and is not in the category of a main structure of the building, but the working state of the building railing is still related to the safety of lives and properties of people, so that the characteristic inspection work of the railing is gradually paid attention to.

In the market, manufacturers need to draw one or even a few samples from cargoes to test before selling, the test device is often a pendulum impact tester, and the samples on the pendulum impact tester are impacted to test the anti-impact capability of the test samples by swinging the pendulum to different heights, so that whether the samples meet the building industry standards of the people's republic of China is judged.

In view of the above related art, the inventor considers that each test is performed by a worker from the lowest point to the highest point in person, the number of tests is large, the recorded data amount is large, a large amount of labor force is wasted, and there is room for improvement.

Disclosure of Invention

In order to solve the problems that a worker performs a test from the lowest point to the highest point, the test times are more, the recorded data volume is larger, and a large amount of labor force is wasted, the application provides a railing collision test method, a railing collision test system, a storage medium and an intelligent terminal.

In a first aspect, the present application provides a rail crash test method, which adopts the following technical scheme:

a rail crash test method comprising: acquiring current image characteristic information of a current detected railing;

according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information, carrying out matching analysis to determine the corresponding material characteristic parameters in the current image characteristic information, and defining the material characteristic parameters as material parameter information to be detected;

performing matching analysis according to the limit impact height stored in a preset impact limit database and the parameter information of the material to be detected to determine the corresponding limit impact height in the parameter information of the material to be detected, and defining the limit impact height as reference limit height information;

matching the image center height stored in the preset image shape database with the current image characteristic information to determine the image center height corresponding to the current image characteristic information, and defining the image center height as approved image center height information;

calculating limit height information according to the reference limit height information and the approved image center height information;

Calculating the height information of the current test stage according to the limit height information and the preset deviation height range information;

acquiring current test result image information obtained by testing at different heights corresponding to the current test stage height information;

according to the preset railing inclination angle stored in the railing inclination database, carrying out matching analysis on the railing inclination angle and the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defining the railing inclination angle as approved railing inclination angle information;

comparing the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in a preset material strength database;

if the test height is smaller than or equal to the test limit height information, recording the test height as the safety height, and sequentially arranging the test height to select the test height with the highest safety height;

comparing the height corresponding to the test limit height information with the height corresponding to the reference limit height information;

if the number is greater than or equal to the preset number, recording as qualified;

if the number is smaller than the predetermined value, the record is failed.

Through adopting above-mentioned technical scheme, through the benchmark limit height in the past of record as the benchmark, then reduce certain height and begin to test, under the condition that does not influence the test result, the test number of times is less, has saved a large amount of labours, has improved the efficiency of test.

Optionally, the control method for the pendulum striking the railing includes:

acquiring induction time information on the railing;

acquiring current pressure information corresponding to the induction time information;

comparing the pressure value corresponding to the current pressure information with the pressure value corresponding to the preset approval pressure information;

if yes, continuously acquiring current pressure information after sensing the time information;

and if the braking force does not exceed the braking force, performing braking operation on the pendulum.

Through adopting above-mentioned technical scheme, through the striking number of times of response pendulum to make the pendulum break away from the back rapidly braking on first striking and follow railing, thereby make pendulum and railing be difficult for carrying out the secondary collision and influence the experimental result after the railing striking, improved experimental accuracy.

Optionally, the method for determining the limit impact height corresponding to the parameter information of the material to be measured includes:

according to different test reference heights stored in a preset height segmentation database and the approval image height information, matching to determine different impact heights corresponding to the approval image height information, and defining the different impact heights as pre-impact height information;

Acquiring pendulum point height information of a pendulum;

calculating swing rope length information according to the swing point height information and the pre-impact height information, and adjusting the swing rope length;

and adjusting the angle of the swinging rope according to the limit height information.

Through adopting above-mentioned technical scheme, strike the railing through striking at a plurality of different striking heights to obtain the dangerous degree of different points, thereby test the high department of different railing, test content is richer, has improved the accuracy of test.

Optionally, the method for checking the length information of the swinging rope comprises the following steps:

acquiring information of an induction area after the pendulum bob is impacted;

matching the corresponding impact area parameters with the sensing area information according to the preset area model database to determine impact area parameters corresponding to the sensing area information, and defining the impact area parameters as approved impact area parameter information;

comparing the impact center height corresponding to the approval impact area parameter information with different impact heights corresponding to the approval image height information;

if the feedback information is inconsistent, outputting the feedback information and carrying out the height test again;

if so, continuing the test.

By adopting the technical scheme, whether the impact height information is consistent with the preset height information is determined by selecting the comparison point of one impact surface, so that whether the swinging rope is in the preset length is judged, the possibility that the swinging rope is loosened at the connecting part of the swinging rope to influence the test result is reduced, and the accuracy of the test result is improved.

Optionally, the method further comprises a calculation method of current path loss information, and the method comprises the following steps:

acquiring current pendulum parameter information;

calculating swing amplitude information of the swing rope according to the height information of the swing point and the swing rope length information of the current test stage;

according to the preset resistance consumption energy value corresponding to the resistance parameter database, the current pendulum parameter information and the swing rope swing information are simultaneously matched to determine the resistance consumption energy value corresponding to the current pendulum parameter information and the swing rope swing information, and the resistance consumption energy value is defined as deviation resistance consumption energy value information;

and calculating impact function quantity information corresponding to the current test height according to the deviation resistance consumption information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

By adopting the technical scheme, the influence of the wind force and other conditions in the test process on the experimental result and the influence of the friction force on the experimental result are considered, so that the experimental result is more in line with the actual condition, and the accuracy of the experimental result is improved.

Optionally, the method further comprises a checking method of the corresponding material characteristic parameters in the current image characteristic information, and the method comprises the following steps:

Acquiring current vibration waveform image information of the pendulum striking on a current detected railing;

carrying out matching analysis according to the material vibration waveform image, the impact function amount information and the current vibration waveform image information stored in a preset railing material database to determine the material characteristics corresponding to the current vibration waveform image information, and defining the material characteristics as approved material characteristic information;

comparing the material types corresponding to the characteristic information of the approved materials with the material types corresponding to the parameter information of the materials to be tested;

if the two types of the data are consistent, not modifying the data;

if the feedback information is inconsistent, the feedback information is output and prompt is carried out.

Through adopting above-mentioned technical scheme, carry out the check to the material through the unique vibration waveform image information of every material to reduce the error nature of the material judgement of railing in the image, improved the accuracy of railing material judgement.

Optionally, the method further comprises a method for calculating pendulum deformation consumption information, and the method comprises the following steps:

acquiring contact area information corresponding to the induction time information;

according to deformation consumption energy stored in a preset railing deformation database, carrying out matching analysis on the deformation consumption energy, the parameter information of the material to be detected and the contact area information to determine deformation consumption energy corresponding to the current parameter information of the material to be detected and the contact area information, and defining the deformation consumption energy as deviation deformation consumption energy information;

And calculating impact energy information corresponding to the current test height according to the deviation deformation consumed energy information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

Through adopting above-mentioned technical scheme, through taking place deformation required energy to calculate to the railing to make final striking energy information more accurate, improved the accuracy of impact test.

In a second aspect, the present application provides a railing collision test system, which adopts the following technical scheme:

a balustrade crash test system comprising:

the acquisition module is connected with the judging module and is used for acquiring the current image characteristic information of the current detected railing;

the processing module is connected with the acquisition module and the judging module and is used for processing and storing information;

the processing module performs matching analysis according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information to determine the corresponding material characteristic parameters in the current image characteristic information, and defines the material characteristic parameters as material parameter information to be detected;

the processing module performs matching analysis according to the limit impact height stored in the preset impact limit database and the parameter information of the material to be detected so as to determine the corresponding limit impact height in the parameter information of the material to be detected, and defines the limit impact height as reference limit height information;

The processing module is used for matching the image center height stored in the preset image shape database with the current image characteristic information to determine the image center height corresponding to the current image characteristic information, and the image center height is defined as approved image center height information;

the processing module calculates limit height information according to the reference limit height information and the approved image center height information;

the processing module calculates the height information of the current test stage according to the limit height information and the preset deviation height range information;

the acquisition module acquires current test result image information obtained by testing at different heights corresponding to the current test stage height information;

the processing module performs matching analysis according to the railing inclination angle stored in the preset railing inclination database and the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defines the railing inclination angle as approved railing inclination angle information;

the judging module compares the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in the preset material strength database;

If the judging module judges that the inclination angle information of the approved railing corresponding to the current height is smaller than or equal to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the processing module records the safety height and sequentially arranges the safety height so as to select the test height with the highest safety height, and the test height is defined as the test limit height information;

the judging module compares the height corresponding to the test limit height information with the height corresponding to the reference limit height information;

if the judging module judges that the height corresponding to the test limit height information is greater than or equal to the height corresponding to the reference limit height information, the processing module records as qualified;

if the judging module judges that the height corresponding to the test limit height information is smaller than the height corresponding to the reference limit height information, the processing module records as unqualified.

Through adopting above-mentioned technical scheme, through the benchmark limit height in the past of record as the benchmark, then reduce certain height and begin to test, under the condition that does not influence the test result, the test number of times is less, has saved a large amount of labours, has improved the efficiency of test.

In a third aspect, the present application provides an intelligent terminal, which adopts the following technical scheme:

an intelligent terminal comprises a memory and a processor, wherein the memory stores a computer program which can be loaded by the processor and execute the railing collision test method.

Through adopting above-mentioned technical scheme, through the benchmark limit height in the past of record as the benchmark, then reduce certain height and begin to test, under the condition that does not influence the test result, the test number of times is less, has saved a large amount of labours, has improved the efficiency of test.

In a fourth aspect, the present application provides a computer storage medium capable of storing a corresponding program, and having a characteristic of facilitating a rail crash test.

A computer storage medium adopts the following technical scheme:

a computer readable storage medium storing a computer program capable of being loaded by a processor and executing any one of the rail collision test methods described above.

Through adopting above-mentioned technical scheme, through the benchmark limit height in the past of record as the benchmark, then reduce certain height and begin to test, under the condition that does not influence the test result, the test number of times is less, has saved a large amount of labours, has improved the efficiency of test.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the recorded reference limit height in the previous test is used as a reference, then a certain height is reduced to start the test, the test times are less, a large amount of labor force is saved, and the test efficiency is improved;

2. the pendulum bob and the railing are not easy to collide secondarily, so that the accuracy of the test is improved.

Drawings

Fig. 1 is a flowchart of a rail crash test method in an embodiment of the present application.

Fig. 2 is a flow chart of a method of controlling a pendulum strike rail in an embodiment of the present application.

Fig. 3 is a flowchart of a method for determining a limit impact height corresponding to parameter information of a material to be measured in an embodiment of the present application.

Fig. 4 is a flowchart of a method of verifying the swinging rope length information in the embodiment of the present application.

Fig. 5 is a flowchart of a method for calculating current path loss information in the embodiment of the present application.

Fig. 6 is a flowchart of a method for checking the corresponding material characteristic parameter in the current image characteristic information in the embodiment of the present application.

Fig. 7 is a flowchart of a method of calculating pendulum deformation consumption information in an embodiment of the present application.

Fig. 8 is a schematic structural view of a rail crash test system according to an embodiment of the present application.

Detailed Description

In order to make the objects, technical solutions and advantages of the present application more apparent, the present application will be further described in detail with reference to fig. 1 to 8 and the embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the present application.

Referring to fig. 1, an embodiment of the present invention provides a rail collision test method, and a main flow of the rail collision test method is described as follows:

step 100: and acquiring the current image characteristic information of the currently detected railing.

The current image characteristic information is displayed in a picture form, and contains all image characteristics of the current railing to be tested, such as the length, width, color and other contents which can be displayed by photographing through a camera of the railing to be tested. The purpose of the acquisition is to determine what material the currently monitored balustrade is made of, and of course the process of testing is not allowed to carry out the process of painting and coating.

One embodiment of this step is for example: by installing a video camera or camera in front of the currently detected rail and then taking a picture of the currently detected rail, the content contains an image of the currently detected rail that is visible on one side.

Step 101: and carrying out matching analysis according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information to determine the corresponding material characteristic parameters in the current image characteristic information, and defining the material characteristic parameters as material parameter information to be detected.

The balustrade material database is provided with images in the corresponding directions of all different balustrades with different sizes and all characteristic parameters such as the type, quality, density and the like of the balustrade materials corresponding to the images. Matching and matching the current image with the images stored in the database, and if the two photos are overlapped, the currently detected railing is the material corresponding to the overlapped photo.

The technical principle is similar to the hundred-degree identification chart, images of different railings can be stored in the cloud, and then the images are identified through the hundred-degree identification chart.

Step 102: and carrying out matching analysis according to the limit impact height stored in the preset impact limit database and the parameter information of the material to be detected so as to determine the corresponding limit impact height in the parameter information of the material to be detected, and defining the limit impact height as reference limit height information.

Wherein the reference limit height information is a height difference from the impact point and the start point. The impact limit database is obtained by tests by a person skilled in the art, the rails of different material types are tested at different heights, then the height which is to be achieved by tilting the rails beyond the standard range is taken as an example, and the test environment is a vacuum environment and has no external environmental influence. The impact limit database is used for mapping the material parameters and the limit impact height.

And comparing and searching the obtained parameter information of the material to be detected with data in a database to obtain limit impact height data. For example: an excel table mapping material parameters and limit impact heights is arranged in a computer end with execution capability, and codes are edited so that when the identified material is input into the computer end, the codes automatically call the excel table, then the corresponding limit impact height is found and then the display is output.

Step 103: and matching the image center height stored in the preset image shape database with the current image characteristic information to determine the image center height corresponding to the current image characteristic information, and defining the image center height as approved image center height information.

The image shape database stores the mapping relation between images with different shapes and the center height of the images, and the database is obtained by the workers in the field through calculation of the railings in the images with different shapes.

Matching and matching the current image with the images stored in the database, if the two photos are overlapped, the current detected railing is the shape corresponding to the overlapped photo, and then comparing and searching with the data in the database to obtain the center height of the image. For example: the method comprises the steps that an excel table mapping images with different shapes and image center heights is arranged in a computer end with execution capability, when image shape data are input into the computer end through editing codes, the codes automatically call the excel table, then the corresponding image center heights are found, and then output and display are carried out.

Step 104: and calculating the limit height information according to the reference limit height information and the approved image center height information.

Wherein, the limit height that corresponds in the limit height information is: h=h0+h1; h0 is the height corresponding to the reference limit height information, and h1 is the height corresponding to the center height information of the approved image.

Step 105: and calculating the height information of the current test stage according to the limit height information and the preset deviation height range information.

The deviation height range information is a difference range between the height of the height corresponding to the limit height information to the low point and the limit height information, and data in the range are all arithmetic difference data. The test is performed by offsetting the height range from the lowest height within the range and then incrementing in height according to the arithmetic data.

The corresponding height in the height information of the current test stage is as follows: h2 =h- Δh, where Δh is the corresponding arithmetic difference data in the deviation height range information.

Step 106: and acquiring current test result image information obtained by testing at different heights corresponding to the height information of the current test stage.

The current test result image information is an image of the shape and state of the railing after the impact test from the side surface of the railing, namely, the surface parallel to the swinging surface of the pendulum bob. The purpose of the acquisition is to obtain the effect that can be produced under different energy impacts. The acquisition mode can be any machine with an image capturing function for capturing an image. When each test is completed, the camera takes a picture immediately and stores it.

Step 107: according to the preset railing inclination angle stored in the railing inclination database, carrying out matching analysis with the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defining the railing inclination angle as approved railing inclination angle information.

The railing inclination database stores images of the railings in different inclination angles, an excel table with images of different inclination angles and inclination angle values mapped in a computer end with execution capability is stored in the railing inclination database, then the images stored in the railing inclination database are matched through software with a graph recognition function, and then output and display are carried out.

Step 108: comparing the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in the preset material strength database.

The material strength database is data of impact strength values and inclination angle values of materials, which are obtained through multiple experiments by a person skilled in the art and are recorded in specifications. The safety inclination angle information is the inclination angle which can still maintain a certain structural strength after the railing is impacted, the safety inclination angle is recorded in building material standards, and the inclination angle is the included angle between the direction of the railing after the railing is inclined and the vertical direction.

Whether the rail is damaged or not is intuitively judged by comparing the inclination angle corresponding to the inclination angle information of the approved rail with the inclination angle corresponding to the safety inclination angle information, namely, comparing the angle.

Step 1081: if the inclination angle corresponding to the inclination angle information of the approved railing corresponding to the current height is larger than the inclination angle corresponding to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the operation is not performed.

When the inclination angle corresponding to the inclination angle information of the approved railing corresponding to the current height is larger than the inclination angle corresponding to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the inclination angle is indicated to exceed a critical value, and the current height is indicated to be damaged.

Step 1082: if the inclination angle corresponding to the inclination angle information of the approved railing corresponding to the current height is smaller than or equal to the inclination angle corresponding to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the safety heights are recorded and are sequentially arranged, so that the test height with the highest safety height is selected, and the test height is defined as the test limit height information.

The test limit height information is the maximum limit height of the railing in the current railing test, which can still maintain the safety performance under the impact. A batch of limit heights with the inclination angle within the safe inclination angle are obtained through experiments, and then the limit heights are sequenced to obtain the highest height.

Step 109: and comparing the height corresponding to the test limit height information with the height corresponding to the reference limit height information.

The comparison mode is a numerical comparison mode, and any software capable of performing comparison can be used as the comparison mode.

Step 1091: and if the height corresponding to the test limit height information is greater than or equal to the height corresponding to the reference limit height information, recording as qualified.

When the height corresponding to the test limit height information is greater than or equal to the height corresponding to the reference limit height information, the limit height of the railing tested at this time is greater than the reference, and the railing is still in a safe state when the railing is in the state of the reference limit height.

Step 1092: if the height corresponding to the test limit height information is smaller than the height corresponding to the reference limit height information, recording as unqualified.

The height corresponding to the test limit height information is smaller than the height corresponding to the reference limit height information, which indicates that the limit height of the railing in the test is not greater than the reference limit height information, namely, the railing is possibly damaged when the railing is in the state of the reference limit height, and the railing in the test does not meet the requirement.

Referring to fig. 2, the control method of the pendulum striking the balustrade includes:

step 200: and acquiring induction time information on the railing.

Wherein the sensing time information is information such as the time that the pendulum and the railing contact the pendulum and the railing are separated when collision occurs on the railing, the information includes the time when the contact is made, the contact time, the time when the contact is released, and the like. The timer counts time when the test starts, namely when the pendulum falls, then when the pressure sensor at the impact point senses pressure, the computer records the numerical value on the timer as the moment when the pendulum just contacts, and when the pressure disappears, the computer records the numerical value as the moment when the pendulum is separated. The manner of acquisition may be a counting function app present on modern handsets.

Step 201: and acquiring current pressure information corresponding to the induction time information.

The current pressure information is a pressure value in the contact duration. The acquisition mode is that the pressure sensor senses and is processed and stored by the processing module.

Step 202: and comparing the pressure value corresponding to the current pressure information with the pressure value corresponding to the preset approval pressure information.

The preset approved pressure information is a preset pressure value, generally 0, and the comparison process is to judge whether the pendulum bob and the railing are separated. The comparison method is numerical comparison and will not be described herein.

Step 2021: if the pressure value corresponding to the current pressure information exceeds the pressure value corresponding to the preset approval pressure information, the current pressure information after the induction time information is continuously acquired.

When the pressure value corresponding to the current pressure information exceeds the pressure value corresponding to the preset approval pressure information, the pressure is indicated to exist, at the moment, which is not the moment when the rail and the pendulum are separated in the sensing time information, and the rail and the pendulum are not separated, so that the rail and the pendulum need to be observed continuously.

Step 2022: and if the pressure value corresponding to the current pressure information does not exceed the pressure value corresponding to the preset approval pressure information, braking the pendulum bob.

When the pressure value corresponding to the current pressure information does not exceed the pressure value corresponding to the preset approval pressure information, the time of first detachment is indicated, and the pendulum needs to be braked immediately. When the sensor senses that the pressure value corresponding to the current pressure information does not exceed the pressure value corresponding to the preset approval pressure information, the pendulum bob needs to be braked by the vertical horse, so that the pendulum bob cannot cause secondary impact on the railing. For example: when the sensor senses that the pressure disappears, the pendulum bob is rapidly clamped through the brake or the air cylinder, or a baffle plate is generated at the railing, is arranged in parallel with the railing and does not collide with the railing.

Referring to fig. 3, the method for determining the limit impact height corresponding to the parameter information of the material to be measured includes:

step 300: and matching different test reference heights stored in a preset height segmentation database with the approved image height information to determine different impact heights corresponding to the approved image height information, and defining the different impact heights as pre-impact height information.

The height segmentation database stores mapping relations between total height values corresponding to the railings in the approval image height information and different test reference heights, specifically, the railings are equally divided into proper equal parts according to actual height values of the railings, and then the center point of each equal part is marked as pre-impact height information. And when the computer end with the execution capability is provided with an excel table for mapping the total height value corresponding to the railing in the approved image height information and different test reference heights, and the total height value data corresponding to the railing in the approved image height information is input into the computer end by editing codes, the codes automatically call the excel table, then find the corresponding different test reference heights and output, display and mark.

Step 301: and acquiring the swing point height information of the pendulum bob.

The swing point height information comprises a height value of a rotation center point of the pendulum bob. The mode of acquisition can be any mode of measuring height, such as an infrared range finder. And irradiating the infrared rays to the swing point for measurement and storing the infrared rays to a computer terminal.

Step 302: and calculating the swing rope length information according to the swing point height information and the pre-impact height information, and adjusting the swing rope length.

Wherein, the length value L=L0-L1 in the swinging rope length information; wherein L0 is the height value of the impact point in the swing point height information, and L1 is the height value of the impact point in the pre-impact height information.

Step 303: and adjusting the angle of the swinging rope according to the limit height information.

The adjusting mode can be that the pendulum bob is fixedly connected with another pull rope, and the motor drives the pull rope to pull the pendulum bob. The starting point angle of the swinging rope is as follows: θ=arccos { (L0-H)/L0 }. Wherein L0 is the swing rope length corresponding to the swing rope length information. H is the height corresponding to the limit height information.

Referring to fig. 4, the method of checking the swing rope length information includes:

step 400: and acquiring information of an induction area after the pendulum bob is impacted.

The sensing area information is the area information formed by the number and the positions of the pressure sensors sensing the pressure value larger than 0, and comprises the sensing area, the sensing area, a central point, a boundary line and the like in the area. The method is to divide the length and width of the railing, uniformly arrange the pressure sensors as dense as possible, and form an area image on the computer end.

Step 401: and matching the impact area parameters corresponding to the preset area model database with the sensing area information to determine the impact area parameters corresponding to the sensing area information, and defining the impact area parameters as approved impact area parameter information.

The regional model database is a regional image formed by multiple painting by a person skilled in the art, is stored on a computer end, is a mapping relation between impact regional parameters and regional image areas, central points and the like, and is provided with a number. The impact zone parameters are all any impact-related data of the impact zone, including impact area, center point, pressure value at each impact sensing point, etc. The impact area is exemplified by a circle, and the center of the impact area is the center of the circle according to the practical situation.

The method specifically comprises the steps of obtaining corresponding numbers through matching by image recognition software according to the area images in the sensing area information and the area images stored in the database, automatically calling an excel form by the codes when the number data are input into the computer through editing codes in the computer with execution capability, and then searching the corresponding impact area parameters, outputting, displaying and marking.

Step 402: and comparing the impact center height corresponding to the approval impact area parameter information with different impact heights corresponding to the approval image height information.

Wherein the object of comparison is the center of impact height. The comparison is performed by comparing the magnitudes of the values to determine whether the two heights are identical. The purpose is to check if the swing rope is loose.

Step 4021: if the impact center height corresponding to the approval impact area parameter information is consistent with different impact heights corresponding to the approval image height information, continuing the test.

And if the impact center height corresponding to the approved impact area parameter information is consistent with different impact heights corresponding to the approved image height information, the length of the swing rope is not changed, and the test data are accurate.

Step 4022: if the impact center height corresponding to the approved impact area parameter information is inconsistent with different impact heights corresponding to the approved image height information, outputting feedback information and carrying out the test of the height again.

If the impact center height corresponding to the approved impact area parameter information is inconsistent with different impact heights corresponding to the approved image height information, the length of the swing rope in the test is loosened, the impact point of the swing rope is not the place to be tested, the test data is wrong, and the test needs to be carried out again.

Referring to fig. 5, the method further includes a method for calculating current path loss information, the method including:

step 500: and acquiring current pendulum parameter information.

The current pendulum parameter information is characteristic information of the pendulum, and comprises size, material, hardness degree, density, weight and the like. The acquisition mode is artificial naked eye identification, the current pendulum parameter information is artificially input into a computer terminal, and then the current pendulum parameter information is acquired by system identification.

Step 502: and calculating swing amplitude information of the swing rope according to the height information of the swing point and the swing rope length information of the current test stage.

Wherein, swing length value l= (90 ° - θ) ×n×l0 in swing rope swing information, θ is a start point angle of the swing rope; l0 is the swinging rope length corresponding to the swinging rope length information.

Step 503: and simultaneously matching the resistance consumption energy value corresponding to the preset resistance parameter database with the current pendulum parameter information and the swing rope swing information to determine the resistance consumption energy value corresponding to the current pendulum parameter information and the swing rope swing information, and defining the resistance consumption energy value as deviation resistance consumption energy value information.

The resistance parameter database is obtained by combining a large number of experiments by a user and is a mapping relation of resistance consumption energy value, swing information of the swing rope and pendulum parameter information. The method specifically comprises the steps that when current pendulum parameter information and swing information data of a swing rope are input into a computer terminal through editing codes in the computer terminal with execution capability, the codes automatically call an excel table, then corresponding resistance consumption energy values are found and then output.

Step 504: and calculating impact function quantity information corresponding to the current test height according to the deviation resistance consumption information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

Wherein, the impact function quantity information N= (h 2-h 1) mg-N0; wherein h2 is the corresponding limit height in the limit height information; h1 is the height corresponding to the center height information of the approved image; n0 is the deviation resistance consumption energy value corresponding to the deviation resistance consumption energy value information.

Referring to fig. 6, the method further includes a verification method of a material characteristic parameter corresponding to the current image characteristic information, the method includes:

step 600: and acquiring current vibration waveform image information of the pendulum striking on the current detected railing.

The current vibration waveform image information is a vibration waveform image sent out after the pendulum is impacted, and the content is a waveform image with time as an abscissa and amplitude as an ordinate. The acquisition mode can be any instrument which can accept the vibration amplitude. For example, the waveform of the vibration signal can be directly observed and parameters such as amplitude, period, frequency and the like can be measured by acquiring through an oscilloscope.

Step 601: and carrying out matching analysis according to the material vibration waveform image, the impact function amount information and the current vibration waveform image information stored in the preset railing material database to determine the material characteristics corresponding to the current vibration waveform image information, and defining the material characteristics as approval material characteristic information.

The railing material database is built by testing the railings made of different materials for a long time by a person skilled in the art and storing the railing materials in a computer, and comprises mapping relations among the types of the railing materials, impact potential energy and vibration waveform images. Specifically, when vibration waveform image and impact function information data are input into a computer terminal through editing codes in the computer terminal with execution capability, the codes automatically call an excel table, and then the corresponding railing material types are searched and then output.

Step 602: and comparing the material types corresponding to the characteristic information of the approved materials with the material types corresponding to the parameter information of the materials to be tested.

The purpose of the comparison is to see whether the material is identified by the image, so that the possibility of test errors caused by inaccurate image identification is reduced. The content of the comparison is consistent with the text.

Step 6021: if the material type corresponding to the characteristic information of the approved material is consistent with the material type corresponding to the parameter information of the material to be tested, no modification is carried out.

If the material type corresponding to the characteristic information of the approved material is consistent with the material type corresponding to the parameter information of the material to be tested, the image identification is correct, and the identification of the test on the material is accurate.

Step 6022: and if the material types corresponding to the characteristic information of the approved materials are inconsistent with the material types corresponding to the parameter information of the materials to be tested, outputting feedback information and prompting.

If the material types corresponding to the characteristic information of the approved material are inconsistent with the material types corresponding to the parameter information of the material to be tested, and the image identification errors are described, the image identification errors are required to be identified manually, and the feedback information is required to be fed back manually and prompted to the staff. The prompting mode can be to send out an alarm.

Referring to fig. 7, the method further includes a method for calculating pendulum deformation consumption information, the method including:

step 700: and acquiring contact area information corresponding to the induction time information.

The contact area information is the contact area of the pendulum and the railing, wherein the contact area information changes along with the railing of the pendulum due to impact deformation. The mode of acquisition is that the pressure sensor senses. The contact area information is the number value of the pressure sensor for sensing the pressure.

Step 701: according to deformation consumption energy stored in a preset railing deformation database, carrying out matching analysis on the deformation consumption energy, the parameter information of the material to be detected and the contact area information to determine deformation consumption energy corresponding to the current parameter information of the material to be detected and the contact area information, and defining the deformation consumption energy as deviation deformation consumption energy information.

The railing deformation database is built by testing the railings made of different materials for a long time by a person skilled in the art and storing the railing deformation database in a computer, and comprises mapping relations of material parameter information to be tested, contact area information and deformation consumption energy. Specifically, when the parameter information and the contact area information data of the material to be tested are input into the computer end through editing codes in the computer end with execution capability, the codes automatically call an excel table, and then the corresponding deformation consumed energy is found and then output.

The deviation deformation energy consumption information is an energy value consumed by the railing through deformation.

Step 702: and calculating impact energy information corresponding to the current test height according to the deviation deformation consumed energy information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

Wherein, the impact function quantity information N= (h 2-h 1) mg-N1, N1 is deformation consumption energy corresponding to the deviation deformation consumption energy information.

Based on the same inventive concept, the embodiment of the invention provides a railing collision test system.

Referring to fig. 8, a rail collision test system includes:

the acquisition module 801 is connected with the judgment module 803 and is used for acquiring the current image characteristic information of the current detected railing;

The processing module 802 is connected with the acquisition module 801 and the judgment module 803, and is used for processing and storing information;

the processing module 802 performs matching analysis according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information to determine the corresponding material characteristic parameters in the current image characteristic information, and defines the material characteristic parameters as material parameter information to be detected;

the processing module 802 performs matching analysis according to the limit impact height stored in the preset impact limit database and the parameter information of the material to be detected to determine the corresponding limit impact height in the parameter information of the material to be detected, and defines the limit impact height as reference limit height information;

the processing module 802 matches the image center height stored in the preset image shape database with the current image feature information to determine the image center height corresponding to the current image feature information, and defines the image center height as approved image center height information;

the processing module 802 calculates limit height information according to the reference limit height information and the approved image center height information;

the processing module 802 calculates the height information of the current test stage according to the limit height information and the preset deviation height range information;

The acquisition module 801 acquires current test result image information obtained by testing at different heights corresponding to the current test stage height information;

the processing module 802 performs matching analysis according to the railing inclination angle stored in the preset railing inclination database and the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defines the railing inclination angle as approved railing inclination angle information;

the judging module 803 compares the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in the preset material strength database;

if the judging module 803 judges that the inclination angle information of the approved railing corresponding to the current height is smaller than or equal to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the processing module 802 records the safety heights and sequentially arranges the safety heights so as to select the test height with the highest safety height, and the test height is defined as the test limit height information;

the judging module 803 compares the height corresponding to the test limit height information with the height corresponding to the reference limit height information;

If the judging module 803 judges that the height corresponding to the test limit height information is greater than or equal to the height corresponding to the reference limit height information, the processing module 802 records as being qualified;

if the determining module 803 determines that the height corresponding to the test limit height information is less than the height corresponding to the reference limit height information, the processing module 802 records as failed.

Embodiments of the present invention provide a computer-readable storage medium storing a computer program capable of being loaded by a processor and executing a rail collision test method.

The computer storage medium includes, for example: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (Random Access Memory, RAM), a magnetic disk, or an optical disk, or other various media capable of storing program codes.

Based on the same inventive concept, an embodiment of the present invention provides an intelligent terminal, including a memory and a processor, wherein the memory stores a computer program that can be loaded by the processor and execute a rail collision test method.

It will be apparent to those skilled in the art that, for convenience and brevity of description, only the above-described division of the functional modules is illustrated, and in practical application, the above-described functional allocation may be performed by different functional modules according to needs, i.e. the internal structure of the apparatus is divided into different functional modules to perform all or part of the functions described above. The specific working processes of the above-described systems, devices and units may refer to the corresponding processes in the foregoing method embodiments, which are not described herein.

The foregoing description of the preferred embodiments of the present application is not intended to limit the scope of the application, in which any feature disclosed in this specification (including abstract and drawings) may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise. That is, each feature is one example only of a generic series of equivalent or similar features, unless expressly stated otherwise.

Claims (10)

1. A rail crash test method comprising:

acquiring current image characteristic information of a current detected railing;

according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information, carrying out matching analysis to determine the corresponding material characteristic parameters in the current image characteristic information, and defining the material characteristic parameters as material parameter information to be detected;

performing matching analysis according to the limit impact height stored in a preset impact limit database and the parameter information of the material to be detected to determine the corresponding limit impact height in the parameter information of the material to be detected, and defining the limit impact height as reference limit height information;

matching the image center height stored in the preset image shape database with the current image characteristic information to determine the image center height corresponding to the current image characteristic information, and defining the image center height as approved image center height information;

Calculating limit height information according to the reference limit height information and the approved image center height information, wherein the limit height corresponding to the limit height information is as follows: h=h0+h1; h0 is the height corresponding to the reference limit height information, and h1 is the height corresponding to the center height information of the approved image;

calculating the height information of the current test stage according to the limit height information and the preset deviation height range information;

acquiring current test result image information obtained by testing at different heights corresponding to the current test stage height information;

according to the preset railing inclination angle stored in the railing inclination database, carrying out matching analysis on the railing inclination angle and the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defining the railing inclination angle as approved railing inclination angle information;

comparing the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in a preset material strength database;

if the test height is smaller than or equal to the test limit height information, recording the test height as the safety height, and sequentially arranging the test height to select the test height with the highest safety height;

Comparing the height corresponding to the test limit height information with the height corresponding to the reference limit height information;

if the number is greater than or equal to the preset number, recording as qualified;

if the number is smaller than the predetermined value, the record is failed.

2. The balustrade crash test method according to claim 1, wherein the control method of the pendulum striking the balustrade comprises:

acquiring induction time information on the railing;

acquiring current pressure information corresponding to the induction time information;

comparing the pressure value corresponding to the current pressure information with the pressure value corresponding to the preset approval pressure information;

if yes, continuously acquiring current pressure information after sensing the time information;

and if the braking force does not exceed the braking force, performing braking operation on the pendulum.

3. The method for testing the rail collision according to claim 1, wherein the method for determining the limit collision height corresponding to the parameter information of the material to be tested comprises the following steps:

according to different test reference heights stored in a preset height segmentation database and the approval image height information, matching to determine different impact heights corresponding to the approval image height information, and defining the different impact heights as pre-impact height information;

Acquiring pendulum point height information of a pendulum;

calculating swing rope length information according to the swing point height information and the pre-impact height information, and adjusting the swing rope length;

and adjusting the angle of the swinging rope according to the limit height information.

4. A rail collision test method according to claim 3, wherein the method of checking the swinging rope length information comprises:

acquiring information of an induction area after the pendulum bob is impacted;

matching the corresponding impact area parameters with the sensing area information according to the preset area model database to determine impact area parameters corresponding to the sensing area information, and defining the impact area parameters as approved impact area parameter information;

comparing the impact center height corresponding to the approval impact area parameter information with different impact heights corresponding to the approval image height information;

if the feedback information is inconsistent, outputting the feedback information and carrying out the height test again;

if so, continuing the test.

5. A rail crash test method as claimed in claim 3, further comprising a calculation method of current path loss information, the method comprising:

acquiring current pendulum parameter information;

calculating swing amplitude information of the swing rope according to the height information of the swing point and the swing rope length information of the current test stage;

According to the preset resistance consumption energy value corresponding to the resistance parameter database, the current pendulum parameter information and the swing rope swing information are simultaneously matched to determine the resistance consumption energy value corresponding to the current pendulum parameter information and the swing rope swing information, and the resistance consumption energy value is defined as deviation resistance consumption energy value information;

and calculating impact function quantity information corresponding to the current test height according to the deviation resistance consumption information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

6. The balustrade crash test method according to claim 1, further comprising a checking method of a material characteristic parameter corresponding to the current image characteristic information, the method comprising:

acquiring current vibration waveform image information of the pendulum striking on a current detected railing;

carrying out matching analysis according to the material vibration waveform image, the impact function amount information and the current vibration waveform image information stored in a preset railing material database to determine the material characteristics corresponding to the current vibration waveform image information, and defining the material characteristics as approved material characteristic information;

comparing the material types corresponding to the characteristic information of the approved materials with the material types corresponding to the parameter information of the materials to be tested;

If the two types of the data are consistent, not modifying the data;

if the feedback information is inconsistent, the feedback information is output and prompt is carried out.

7. The balustrade crash test method of claim 5 further comprising a method of calculating pendulum deformation consumption information, the method comprising:

acquiring contact area information corresponding to the induction time information;

according to deformation consumption energy stored in a preset railing deformation database, carrying out matching analysis on the deformation consumption energy, the parameter information of the material to be detected and the contact area information to determine deformation consumption energy corresponding to the current parameter information of the material to be detected and the contact area information, and defining the deformation consumption energy as deviation deformation consumption energy information;

and calculating impact energy information corresponding to the current test height according to the deviation deformation consumed energy information, the current test stage height information, the current pendulum weight parameter information and the pendulum point height information.

8. A rail crash test system comprising:

the acquisition module is connected with the judging module and is used for acquiring the current image characteristic information of the current detected railing;

the processing module is connected with the acquisition module and the judging module and is used for processing and storing information;

The processing module performs matching analysis according to the material characteristic parameters stored in the preset railing material database and the current image characteristic information to determine the corresponding material characteristic parameters in the current image characteristic information, and defines the material characteristic parameters as material parameter information to be detected;

the processing module performs matching analysis according to the limit impact height stored in the preset impact limit database and the parameter information of the material to be detected so as to determine the corresponding limit impact height in the parameter information of the material to be detected, and defines the limit impact height as reference limit height information;

the processing module is used for matching the image center height stored in the preset image shape database with the current image characteristic information to determine the image center height corresponding to the current image characteristic information, and the image center height is defined as approved image center height information;

the processing module calculates limit height information according to the reference limit height information and the approved image center height information, wherein the limit height corresponding to the limit height information is as follows: h=h0+h1; h0 is the height corresponding to the reference limit height information, and h1 is the height corresponding to the center height information of the approved image;

The processing module calculates the height information of the current test stage according to the limit height information and the preset deviation height range information;

the acquisition module acquires current test result image information obtained by testing at different heights corresponding to the current test stage height information;

the processing module performs matching analysis according to the railing inclination angle stored in the preset railing inclination database and the current test result image information to determine the corresponding railing inclination angle in the current test result image information, and defines the railing inclination angle as approved railing inclination angle information;

the judging module compares the inclination angle information of the approved railing corresponding to the current height with the safety inclination angle information corresponding to the current material stored in the preset material strength database;

if the judging module judges that the inclination angle information of the approved railing corresponding to the current height is smaller than or equal to the safety inclination angle information corresponding to the current material stored in the preset material strength database, the processing module records the safety height and sequentially arranges the safety height so as to select the test height with the highest safety height, and the test height is defined as the test limit height information;

The judging module compares the height corresponding to the test limit height information with the height corresponding to the reference limit height information;

if the judging module judges that the height corresponding to the test limit height information is greater than or equal to the height corresponding to the reference limit height information, the processing module records as qualified;

if the judging module judges that the height corresponding to the test limit height information is smaller than the height corresponding to the reference limit height information, the processing module records as unqualified.

9. An intelligent terminal comprising a memory and a processor, wherein the memory stores a computer program that can be loaded by the processor and execute the rail collision test method according to any one of claims 1 to 7.

10. A computer-readable storage medium, characterized in that a computer program capable of being loaded by a processor and executing the rail collision test method according to any one of claims 1 to 7 is stored.