Method and device for determining area suitable for testing bridge state by using temperature load
By obtaining the sunshine information of the target area and determining its pressure load range, the problem of lack of applicable areas for temperature load testing in the prior art is solved, and efficient and safe testing of bridge state is achieved, replacing traditional pressure load testing.
Patent Information
- Application Number
- CN202510398242.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-01
- Publication Date
- 2025-05-23
AI Technical Summary
There is a lack of a method in the prior art to determine the area suitable for testing the bridge state with temperature loads, which leads to the inability to effectively replace traditional pressure load tests, and there are problems such as traffic interruption, high cost, complex solutions, and poor safety.
By obtaining the sunshine information of the target area, determining its corresponding pressure load range, and determining whether it is suitable for testing the bridge state using temperature loads based on this range. The method includes a target area acquisition module, a sunshine information acquisition module, a pressure and load range determination module, and a judgment module.
The pressure load range that the bridge may corresponds to is calculated based on the temperature changes caused by sunlight is realized, so as to determine the area suitable for testing the bridge state with temperature load, replacing traditional pressure load testing, reducing the testing cost and risk.
Smart Images
Figure CN120028373A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of bridge detection, for example, to a method and device for determining an area suitable for testing a bridge state using a temperature load. Background Art
[0002] In order to promptly discover potential safety hazards, such as structural damage, material aging, design defects, etc., it is usually necessary to test the bearing capacity of the bridge so that necessary maintenance, reinforcement or renovation measures can be taken when problems are found to ensure the safety of the bridge during use.
[0003] The evaluation of the bearing capacity state of bridges in the prior art mainly includes the appearance survey method and the load test method. At present, the pressure load test is basically the main test method. Unfortunately, although the pressure load test can directly reflect the real stiffness and key cross-sectional internal forces of the bridge, it has many problems such as interruption of traffic, high cost, complex scheme, poor safety, and possible irreversible damage and collapse. Therefore, it is necessary to consider a bridge test method that can replace the pressure load equivalently. Since the most convenient way to implement temperature load on the bridge is to load it with sunlight, and the sunlight that can be obtained in different regions is different, when considering using temperature load to replace pressure load equivalently, it is first necessary to determine the area suitable for testing the bridge state using temperature load, and then perform temperature load test on the suitable area. Otherwise, the bridge bearing capacity state test can only be carried out by traditional pressure load or appearance survey method. However, the existing bridge bearing capacity state test does not determine the area suitable for testing the bridge state using temperature load, nor does it use the temperature load method for testing. Therefore, it is urgent to first be able to determine the area suitable for testing the bridge state using temperature load, so as to reasonably use temperature load to test the bridge bearing capacity state.
[0004] It should be noted that the information disclosed in the above background technology section is only used to enhance the understanding of the background of the present application, and therefore may include information that does not constitute the prior art known to ordinary technicians in the field. Summary of the invention
[0005] In order to provide a basic understanding of some aspects of the disclosed embodiments, a brief summary is given below. The summary is not an extensive review, nor is it intended to identify key / critical components or delineate the scope of protection of these embodiments, but rather serves as a prelude to the detailed description that follows.
[0006] In order to determine an area suitable for testing the state of a bridge using a temperature load, an embodiment of the present disclosure provides a method and an apparatus for determining an area suitable for testing the state of a bridge using a temperature load.
[0007] In some embodiments, the method includes: obtaining a target area from a region set, the target area being an area to be determined whether it is suitable for testing the bridge status using a temperature load; the region set includes multiple target areas; obtaining sunshine information corresponding to the target area, the sunshine information including the sunlight exposure conditions of the target area within a preset time period; determining a pressure load range corresponding to the target area based on the sunshine information; and determining whether the target area is suitable for testing the bridge status using a temperature load based on the pressure load range corresponding to the target area.
[0008] In some embodiments, the device includes: a target area acquisition module, configured to acquire a target area from an area set, the target area being an area to be determined whether it is suitable for testing the bridge status using a temperature load; the area set includes multiple target areas; a sunshine information acquisition module, configured to acquire sunshine information corresponding to the target area, the sunshine information including the sunlight exposure conditions of the target area within a preset time period; a pressure load range determination module, configured to determine the pressure load range corresponding to the target area based on the sunshine information; and a judgment module, configured to determine whether the target area is suitable for testing the bridge status using a temperature load based on the pressure load range corresponding to the target area.
[0009] In some embodiments, the apparatus comprises: a processor and a memory storing program instructions, wherein the processor is configured to execute the above-mentioned method for determining an area suitable for testing a bridge condition using temperature load when running the program instructions.
[0010] The method and device for determining an area suitable for testing a bridge state using a temperature load provided by the embodiments of the present disclosure can achieve the following technical effects:
[0011] By obtaining the sunlight exposure conditions of the target area within a preset time period, and based on this, determining the pressure load range corresponding to the target area; in this way, the temperature change caused by sunlight can be used to calculate the possible pressure load range corresponding to the target area. Since there are clear requirements for pressure loads in testing the bearing capacity of bridges in the prior art, it is possible to determine whether the target area is suitable for testing the bridge state using temperature load from a set of areas including multiple target areas based on the pressure load range corresponding to the target area.
[0012] The above general description and the following description are exemplary and explanatory only and are not intended to limit the present application. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] One or more embodiments are exemplarily described by corresponding drawings, which do not limit the embodiments. Elements with the same reference numerals in the drawings are shown as similar elements, and the drawings do not constitute a scale limitation, and wherein:
[0014] Figure 1 is a schematic diagram of a method for determining an area suitable for testing a bridge condition using a temperature load provided by an embodiment of the present disclosure;
[0015] Figure 2 is a schematic diagram of a method for determining a pressure load range corresponding to a target area provided by an embodiment of the present disclosure;
[0016] Figure 3 is a schematic diagram of another method for determining a pressure load range corresponding to a target area provided by an embodiment of the present disclosure;
[0017] Figure 4 is a schematic diagram of a device for determining an area suitable for testing a bridge condition using a temperature load provided by an embodiment of the present disclosure;
[0018] Figure 5 It is a schematic diagram of another device for determining an area suitable for testing a bridge condition using a temperature load provided by an embodiment of the present disclosure. DETAILED DESCRIPTION
[0019] In order to be able to understand the features and technical contents of the embodiments of the present disclosure in more detail, the implementation of the embodiments of the present disclosure is described in detail below in conjunction with the accompanying drawings. The attached drawings are for reference only and are not used to limit the embodiments of the present disclosure. In the following technical description, for the convenience of explanation, a full understanding of the disclosed embodiments is provided through multiple details. However, one or more embodiments can still be implemented without these details. In other cases, to simplify the drawings, well-known structures and devices can be simplified for display.
[0020] The terms "first", "second", etc. in the specification and claims of the embodiments of the present disclosure and the above-mentioned drawings are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequence. It should be understood that the terms used in this way can be interchanged where appropriate, so that the embodiments of the embodiments of the present disclosure described herein. In addition, the terms "including" and "having" and any variations thereof are intended to cover non-exclusive inclusions.
[0021] Unless otherwise stated, the term "plurality" means two or more.
[0022] In the embodiment of the present disclosure, the character " / " indicates that the preceding and following objects are in an "or" relationship. For example, A / B indicates: A or B.
[0023] The term "and / or" is a description of the association relationship between objects, indicating that three relationships can exist. For example, A and / or B means: A or B, or, A and B.
[0024] The term "correspondence" may refer to an association relationship or a binding relationship. The correspondence between A and B means that there is an association relationship or a binding relationship between A and B.
[0025] Combination Figure 1 As shown, the embodiment of the present disclosure provides a method for determining an area suitable for testing a bridge state using a temperature load, comprising:
[0026] Step S101, obtaining a target area from a region set. The target area is an area to be determined whether it is suitable for testing the bridge state using temperature load. The region set includes multiple target areas.
[0027] In some embodiments, the region input by the user is accepted and stored in the region set to realize the generation or update of the region set. In some embodiments, the region is a geographical location region. Optionally, the geographical location region includes a province, for example, Sichuan Province, Guangdong Province, etc. Optionally, the geographical location region includes a city, for example, Chongqing City, Shenzhen City, etc. Optionally, the geographical location region includes a district, a county, etc., for example, Yuzhong District, Yubei District, etc. In some embodiments, the target region is the region receiving the user input. In some embodiments, the target region is any region in the region set. In some embodiments, the target region is the first region in the region set.
[0028] Step S102, obtaining sunshine information corresponding to the target area. The sunshine information includes the sunshine conditions of the target area within a preset time period. For example, the preset time period is the past N years, or the past year, or the past half year, etc., where N is a positive integer greater than 1.
[0029] Step S103, determining the pressure load range corresponding to the target area according to the sunshine information.
[0030] Step S104, determining whether the target area is suitable for testing the bridge state using the temperature load according to the pressure load range corresponding to the target area.
[0031] The method for determining an area suitable for testing the state of a bridge using a temperature load provided by the embodiment of the present disclosure is adopted, by obtaining the sunlight exposure of the target area within a preset time period, and based on this, determining the pressure load range corresponding to the target area. In this way, the temperature change caused by sunlight can be used to calculate the pressure load range that the target area may correspond to. Since there are clear requirements for pressure load in testing the bearing capacity state of a bridge in the prior art, it is possible to determine whether the target area is suitable for testing the state of a bridge using a temperature load from a set of areas including multiple target areas according to the pressure load range corresponding to the target area.
[0032] In an embodiment of the present disclosure, a method for determining an area suitable for testing a bridge condition using a temperature load is implemented by a server or a computer.
[0033] Further, obtaining the sunshine information corresponding to the target area includes: using the target area to perform a table lookup operation in a preset sunshine information table to obtain the sunshine information corresponding to the target area. The sunshine information table stores the area information, the sunshine information, and the corresponding relationship between the area information and the sunshine information. The area information includes the target area. In this way, the sunshine information corresponding to the target area can be quickly obtained, so as to determine whether the area is suitable for testing the health status of the bridge using temperature load.
[0034] In some embodiments, the sunshine information includes multiple sunshine duration periods, the light intensity corresponding to each sunshine duration period, and the bridge deformation displacement corresponding to each sunshine duration period. The multiple sunshine duration periods are multiple sunshine duration periods within a preset time period. For example, the sunshine duration period is the sunshine duration period of each day in the past year. For another example, the sunshine duration period is the sunshine duration period of each month in the past N years.
[0035] In one embodiment, the sunshine information table is obtained in the following manner: using weather forecasts, the light intensity of each area in the area set in a plurality of sunshine duration periods within a preset time period is obtained, and the corresponding relationship between the light intensity and the area is stored in a preset sunshine information table. A CCD sensor is set at the center position of a randomly selected bridge in the area, and the deformation displacement of the bridge corresponding to each sunshine duration period is obtained by using the CCD sensor, and the corresponding relationship between the light intensity and the area is stored in the preset sunshine information.
[0036] Combination Figure 2 As shown, further, determining the pressure load range corresponding to the target area according to the sunshine information includes:
[0037] Step S201: Determine the lighting stability corresponding to the target area.
[0038] Step S202: Determine a temperature load reference value that can be obtained in the target area according to the sunshine duration periods and the light intensity corresponding to each sunshine duration period.
[0039] Step S203: determining the pressure load range corresponding to the target area according to the illumination stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period.
[0040] In some embodiments, in step S201, the sunshine information is obtained by accepting and storing multiple sunshine duration periods input by the user, the light intensity corresponding to each sunshine duration period, and the bridge deformation displacement corresponding to each sunshine duration period.
[0041] In some embodiments, in step S201, a light sensor collects light intensity and records the corresponding time to obtain multiple sunshine duration periods and the light intensity corresponding to each sunshine duration period, and receives and stores the deformation displacement of the bridge corresponding to each sunshine duration period input by the user. Optionally, the light sensor starts timing when it detects that the light intensity reaches a set threshold, and ends timing when it detects that the light intensity does not reach the set threshold, thereby obtaining the sunshine duration period. When the light sensor uploads the light intensity, it records the upload time, thereby obtaining the month and year corresponding to the sunshine information. In the above manner, it is possible to obtain sunshine year information, sunshine month information, multiple sunshine duration periods corresponding to the sunshine month information, and light intensity corresponding to each sunshine duration period.
[0042] In some embodiments, step S201 determines the illumination stability corresponding to the target area, including: using the target area to perform a table lookup operation in a preset illumination stability data table to obtain the illumination stability corresponding to the target area. The illumination stability data table stores the area, illumination stability, and the mapping relationship between the area and illumination stability.
[0043] For example, Table 1 is an example table of illumination stability data. As can be seen from Table 1, the corresponding stability can be queried from region 1 as 23.54, the stability can be queried from region 4 as 1.00, and the stability can be queried from region 3 as 0.57. In some embodiments, the closer the stability is to the preset value, the more stable it is. In some embodiments, the preset value is 1, and the smaller the absolute value of the difference between the stability of the region and 1, the more stable it is.
[0044] Table 1 Example of light stability data
[0045] area Light stability Region 1 23.54 Region 2 17.66 Region 3 0.57 Region 4 1.00 Region 5 6.98
[0046] When the light stability data table is preset, the light stability is obtained in the following way:
[0047] Obtain the length values GSC of the light duration periods for each month in multiple years ij and the quantity values GS of the light duration periods for each month in multiple years in . GSC ij is the length of the j-th light duration period in the i-th month of each year, where 1 ≤ i ≤ 12 and j is a positive integer. GS i is the quantity value of the light duration periods in the i-th month of each year. For example, obtain the light duration periods for each month in the three years 2010 / 2015 / 2020, and respectively obtain the length values and quantity values of the light duration periods for each month in the three years. For example, GSC in 2010 123 is the length of the 3rd light duration period in December 2010, and GSC in 2015 74 is the length of the 4th light duration period in July 2015. In January 2020, 23 light duration periods are monitored, then GS in 2020 1 is the quantity value of the light duration periods in January 2020, and this quantity value is 23. Optionally, the light duration period is obtained by starting to time when the light intensity reaches a set threshold and ending the timing when it is monitored that the light intensity does not reach the set threshold, that is, the light intensity within the light duration period needs to reach the set threshold.
[0048] For each year, calculate to obtain the annual light stability parameter for each year. Among them, NC is the annual light stability parameter, α is a preset first weight, α > 0, β is a preset second weight, β > 0, YGC i is the reference threshold of the length of the light duration period in the preset i-th month, and YG i is the reference threshold of the quantity of the light duration periods in the preset i-th month. The annual light stability parameter obtained in the above way takes into account the different monthly light differences and weighted combines the light duration and the monthly light frequency, and can effectively reflect the annual light stability situation. Optionally, β > α. Since the quantity value of the light duration periods can reflect the light stability better than the length of the light duration period, by making the threshold related to the quantity value of the light duration periods relatively higher, the light stability of the area can be better evaluated.
[0049] Calculate to obtain the light stability corresponding to the target area. Among them, NC max is the largest annual light stability parameter among the annual light stability parameters of each year, NC min is the smallest annual light stability parameter among the annual light stability parameters of each year, NC lastis the annual light stability parameter for the last year, NC first is the annual light stability parameter for the first year, δ is the preset value, δ>0. The light stability obtained in the above way not only takes into account the difference in light between different months, and weightedly combines the duration of light and the light frequency of the month, but more importantly, takes into account the time span of multiple years, making the evaluation of light stability more accurate and reliable.
[0050] In some embodiments, step S202 determines the temperature load reference value that can be obtained for the target area according to the sunshine duration period and the light intensity corresponding to each sunshine duration period, including:
[0051] According to the duration of the sunshine duration and its corresponding light intensity, a table lookup operation is performed in a preset temperature load data table to obtain a temperature load reference value that can be obtained in the target area; the temperature load data table stores the duration of the sunshine duration, the light intensity, and the mapping relationship between the duration and the light intensity and the temperature load reference value. In some embodiments, each sunshine duration corresponding to the target area corresponds to a temperature load reference value.
[0052] Combination Figure 3 As shown, in some embodiments, step S203 determines the pressure load range corresponding to the target area according to the illumination stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period, including:
[0053] Step S301, using the illumination stability and temperature load reference values corresponding to the target area, adjusting the deformation displacement of the bridge corresponding to each sunshine duration period, and obtaining the adjusted bridge deformation displacement reference values for each sunshine duration period.
[0054] Step S302, determining the pressure load range corresponding to the target area according to the bridge deformation displacement reference values adjusted for each sunshine duration period.
[0055] In some embodiments, step S301 uses the illumination stability and temperature load reference values corresponding to the target area to adjust the bridge deformation displacement corresponding to each sunshine duration period, and obtains the bridge deformation displacement reference values adjusted for each sunshine duration period, including:
[0056] Step S3011, calculate J p =γ×(WHZCK p -YSWH), and obtain the distance adjustment value. p is the distance adjustment value corresponding to the pth sunshine duration period of the target area, γ is the stability weight corresponding to the target area, WHZCK pis the temperature load reference value corresponding to the pth sunshine duration period corresponding to the target area, YSWH is the preset temperature load standard value, and p is a positive integer. Among them, γ is obtained by the following method: using the light stability corresponding to the target area to perform a table lookup operation in the preset stability weight data table to obtain the stability weight corresponding to the target area; the stability weight data table stores light stability, stability weight, and the mapping relationship between stability weight and light stability.
[0057] Step S3012, adding the distance adjustment value corresponding to the p-th sunshine duration period corresponding to the target area and the bridge deformation displacement corresponding to the p-th sunshine duration period corresponding to the target area to obtain the bridge deformation displacement reference values adjusted for each sunshine duration period.
[0058] Since the deformation displacement of the bridge is usually obtained through image recognition by CCD sensors, no matter whether it is uploaded by the user or directly used with the recognized data, the deformation displacement obtained may not be the maximum displacement. In addition, the displacement is also affected by temperature in addition to light. The same lighting time and intensity may also lead to different temperature loads due to different temperatures, and the lighting time period may not be able to be reproduced in the same way. Its stability must be considered to ensure that the test requirements can be met during actual testing. Through the above correction method, the influence of light stability on the test is taken into account, and the influence of displacement data collection and temperature on the theoretical temperature load is reduced, so that the obtained displacement data is more suitable for subsequent pressure load range determination.
[0059] In some embodiments, step S302 determines the pressure load range corresponding to the target area according to the bridge deformation displacement reference values adjusted for each sunshine duration period, including:
[0060] The largest bridge deformation displacement reference value among the bridge deformation displacement reference values adjusted for each sunshine duration period is determined as the bridge deformation displacement final value. The bridge deformation displacement final value is added to the preset first deviation value to obtain the first pressure load deformation value, and the bridge deformation displacement final value is subtracted from the preset second deviation value to obtain the second pressure load deformation value. The first pressure load corresponding to the first pressure load deformation value is obtained, and the second pressure load corresponding to the second pressure load deformation value is obtained. The range between the second pressure load and the first pressure load is determined as the pressure load range corresponding to the target area.
[0061] Optionally, obtaining the first pressure load corresponding to the first pressure load deformation value and obtaining the second pressure load corresponding to the second pressure load deformation value are both achieved by looking up a table. Specifically, the pressure load deformation value is used to perform a table lookup operation in a preset pressure load table to obtain the pressure load corresponding to the pressure load deformation value; the pressure load table stores the pressure load deformation value, the pressure load, and the mapping relationship between the pressure load deformation value and the pressure load.
[0062] Since the materials and / or structures of the bridges may be different, the above method determines the maximum bridge deformation displacement reference value as the final value of the bridge deformation displacement, and determines the final range in combination with the preset deviation value. The pressure load range can be flexibly adjusted by setting the deviation value, thereby increasing the scope of application of this solution and determining whether more types of bridges belong to the area suitable for bearing capacity status evaluation under temperature load.
[0063] Optionally, determining whether the target area is suitable for testing the bridge state using a temperature load according to the pressure load range corresponding to the target area includes: determining whether the pressure load range corresponding to the target area includes a preset standard load range. If the pressure load range corresponding to the target area includes the preset standard load range, it is determined that the target area is suitable for testing the bridge state using a temperature load. If the pressure load range corresponding to the target area does not include the preset standard load range, it is determined that the target area is not suitable for testing the bridge state using a temperature load.
[0064] In some embodiments, the pressure load range corresponding to the target area includes a preset standard load range. It can be understood that the preset standard load range belongs to the pressure load range corresponding to the target area, that is, the preset standard load range is a subset of the pressure load range corresponding to the target area.
[0065] Optionally, determining whether the target area is suitable for testing the bridge state using a temperature load according to the pressure load range corresponding to the target area includes: determining whether the pressure load range corresponding to the target area is the same as a preset standard load range. If the pressure load range corresponding to the target area is the same as the preset standard load range, it is determined that the target area is suitable for testing the bridge state using a temperature load. If the pressure load range corresponding to the target area is different from the preset standard load range, it is determined that the target area is not suitable for testing the bridge state using a temperature load.
[0066] In some embodiments, after determining whether the target area is suitable for testing the bridge state using temperature load according to the pressure load range corresponding to the target area, the method further includes: obtaining a similar illumination area of the target area in the area set, wherein the similar illumination area is an area with illumination conditions similar to those of the target area.
[0067] When it is determined that the target area is suitable for testing the bridge state using the temperature load, the similar illumination area is determined as an area suitable for testing the bridge state using the temperature load. When it is determined that the target area is not suitable for testing the bridge state using the temperature load, the similar illumination area is determined as an area not suitable for testing the bridge state using the temperature load.
[0068] In some embodiments, obtaining the similar illumination area of the target area in the area set includes: using the target area to perform a table lookup operation in a preset similar area table to obtain a candidate similar area corresponding to the target area; the similar area table stores the target area, the candidate similar area, and the mapping relationship between the target area and the candidate similar area. Then, the candidate similar area in the area set is determined as the similar area of the target area.
[0069] Optionally, when there are still areas in the area set whose suitability for testing the bridge condition using temperature load has not been determined, any area in the area whose suitability for testing the bridge condition using temperature load has not been determined is re-determined as a target area for determination.
[0070] The above method can greatly speed up the speed of determining the area suitable for testing the bridge status using temperature load, quickly determine the similar area according to the target area, and do not need to traverse and calculate the areas in the area set, which improves efficiency and reduces memory overhead. It is only necessary to first determine whether the target area is suitable for testing the bridge status using temperature load, and then quickly find the similar area related to the target area by looking up the table, so that the target area and its similar areas are determined. In this way, when there are many areas in the area set, the area suitable for testing the bridge status using temperature load can be determined quickly.
[0071] Optionally, after determining whether the target area is suitable for testing the bridge state using a temperature load according to the pressure load range corresponding to the target area, it also includes: storing the area suitable for testing the bridge state using a temperature load in a preset area database. Or, adding a mark to the area in the area set that is suitable for testing the bridge state using a temperature load. The mark is used to indicate that the bridge state is suitable for testing the bridge state using a temperature load. In this way, it is convenient for users to quickly understand the area where the bridge state can be tested using a temperature load.
[0072] In some embodiments, the above method can be implemented by an intelligent terminal such as a server or a computer. In some embodiments, the bridge is a reinforced concrete box girder bridge. The server or computer can determine the area where the health status of the reinforced concrete box girder bridge can be tested using a temperature load according to the method provided by the embodiment of the present disclosure.
[0073] Combination Figure 4 As shown, an embodiment of the present disclosure provides a device 400 for determining an area suitable for testing the state of a bridge using a temperature load, comprising a target area acquisition module 401, a sunshine information acquisition module 402, a pressure load range determination module 403 and a judgment module 404. The target area acquisition module 401 is configured to acquire a target area from a region set, where the target area is a region to be determined whether it is suitable for testing the state of a bridge using a temperature load; the region set includes multiple target areas. The sunshine information acquisition module 402 is configured to acquire sunshine information corresponding to the target area, where the sunshine information includes the sunlight exposure of the target area within a preset time period. The pressure load range determination module 403 is configured to determine the pressure load range corresponding to the target area according to the sunshine information. The judgment module 404 is configured to determine whether the target area is suitable for testing the state of a bridge using a temperature load according to the pressure load range corresponding to the target area.
[0074] The device for determining an area suitable for testing the state of a bridge using a temperature load provided by the embodiment of the present disclosure is used to obtain the sunlight exposure of the target area within a preset time period, and based on this, determine the pressure load range corresponding to the target area. In this way, the temperature change caused by sunlight can be used to calculate the pressure load range that the target area may correspond to. Since there are clear requirements for pressure load in testing the bearing capacity of bridges in the prior art, it is possible to determine whether the target area is suitable for testing the state of a bridge using a temperature load from a set of areas including multiple target areas based on the pressure load range corresponding to the target area.
[0075] Furthermore, the sunshine information acquisition module is configured to obtain the sunshine information corresponding to the target area in the following manner: using the target area to perform a table lookup operation in a preset sunshine information table to obtain the sunshine information corresponding to the target area; the sunshine information table stores regional information, sunshine information, and the correspondence between regional information and sunshine information; the regional information includes the target area.
[0076] The sunshine information includes multiple sunshine duration periods, the light intensity corresponding to each sunshine duration period, and the bridge deformation displacement corresponding to each sunshine duration period.
[0077] The pressure load range determination module is configured to determine the pressure load range corresponding to the target area according to the sunshine information in the following manner:
[0078] Determine the light stability corresponding to the target area; determine the temperature load reference value that can be obtained in the target area according to the sunshine duration period and the light intensity corresponding to each sunshine duration period; determine the pressure load range corresponding to the target area according to the light stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period.
[0079] Furthermore, the pressure load range determination module is configured to determine the pressure load range corresponding to the target area according to the illumination stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period in the following manner:
[0080] The illumination stability and temperature load reference values corresponding to the target area are used to adjust the deformation and displacement of the bridge corresponding to each sunshine duration period, and the adjusted deformation and displacement reference values of the bridge for each sunshine duration period are obtained; the pressure load range corresponding to the target area is determined according to the adjusted deformation and displacement reference values of the bridge for each sunshine duration period.
[0081] Furthermore, the pressure load range determination module is configured to determine the pressure load range corresponding to the target area according to the bridge deformation displacement reference values adjusted for each sunshine duration period in the following manner:
[0082] The largest bridge deformation displacement reference value among the bridge deformation displacement reference values adjusted for each sunshine duration period is determined as the final bridge deformation displacement value; the first pressure load deformation value is obtained by adding the final bridge deformation displacement value and the preset first deviation value, and the second pressure load deformation value is obtained by subtracting the preset second deviation value from the final bridge deformation displacement value; the first pressure load corresponding to the first pressure load deformation value is obtained, and the second pressure load corresponding to the second pressure load deformation value is obtained; the range between the second pressure load and the first pressure load is determined as the pressure load range corresponding to the target area.
[0083] Furthermore, the judgment module is configured to determine whether the target area is suitable for testing the bridge state using the temperature load according to the pressure load range corresponding to the target area in the following manner:
[0084] Determine whether the pressure load range corresponding to the target area includes the preset standard load range; when the pressure load range corresponding to the target area includes the preset standard load range, determine that the target area is suitable for testing the bridge state using the temperature load; when the pressure load range corresponding to the target area does not include the preset standard load range, determine that the target area is not suitable for testing the bridge state using the temperature load.
[0085] The device for determining an area suitable for testing the state of a bridge using a temperature load also includes a similar illumination area acquisition module and a determination module. The similar illumination area acquisition module is configured to acquire a similar illumination area of a target area in a region set; the similar illumination area is an area whose illumination condition is similar to that of the target area. The determination module is configured to determine the similar illumination area as an area suitable for testing the state of a bridge using a temperature load if it is determined that the target area is suitable for testing the state of a bridge using a temperature load; and to determine the similar illumination area as an area unsuitable for testing the state of a bridge using a temperature load if it is determined that the target area is not suitable for testing the state of a bridge using a temperature load.
[0086] The device for determining an area suitable for testing the condition of a bridge using a temperature load further includes: an updating module and / or a marking module. The updating module is configured to store the area suitable for testing the condition of a bridge using a temperature load into a preset area database. The marking module is configured to add a mark to the area suitable for testing the condition of a bridge using a temperature load in the area set, and the mark is used to indicate that the area is suitable for testing the condition of a bridge using a temperature load.
[0087] Combination Figure 5 As shown, an embodiment of the present disclosure provides a device 500 for determining an area suitable for testing the state of a bridge using a temperature load, including a processor (processor) 504 and a memory (memory) 501 storing program instructions. Optionally, the device may also include a communication interface (Communication Interface) 502 and a bus 503. Among them, the processor 504, the communication interface 502, and the memory 501 can communicate with each other through the bus 503. The communication interface 502 can be used for information transmission. The processor 504 can call the program instructions in the memory 501 to execute the method for determining an area suitable for testing the state of a bridge using a temperature load in the above embodiment.
[0088] In addition, the logic instructions in the memory 501 described above can be implemented in the form of software functional units and can be stored in a computer-readable storage medium when sold or used as an independent product.
[0089] The memory 501 is a computer-readable storage medium that can be used to store software programs and computer executable programs, such as program instructions / modules corresponding to the method in the embodiment of the present disclosure. The processor 504 executes the program instructions / modules stored in the memory 501 to perform functional applications and data processing, that is, to implement the method for determining an area suitable for testing the state of a bridge using a temperature load in the above embodiment.
[0090] The memory 501 may include a program storage area and a data storage area, wherein the program storage area may store an operating system and an application required for at least one function; the data storage area may store data created according to the use of the terminal device, etc. In addition, the memory 501 may include a high-speed random access memory and may also include a non-volatile memory.
[0091] The technical solution of the embodiment of the present disclosure can be embodied in the form of a software product, which is stored in a storage medium and includes one or more instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute all or part of the steps of the method described in the embodiment of the present disclosure. The aforementioned storage medium may be a non-transient storage medium, including: a USB flash drive, a mobile hard disk, a read-only memory (ROM, Read-Only Memory), a random access memory (RAM, Random Access Memory), a disk or an optical disk, and other media that can store program codes, or a transient storage medium.
[0092] The above description and the accompanying drawings fully illustrate the embodiments of the present disclosure so that those skilled in the art can practice them. Other embodiments may include structural, logical, electrical, process and other changes. The embodiments represent only possible changes. Unless explicitly required, separate components and functions are optional, and the order of operation may vary. The parts and features of some embodiments may be included in or replace the parts and features of other embodiments. Moreover, the words used in this application are only used to describe the embodiments and are not used to limit the claims. As used in the description of the embodiments and the claims, unless the context clearly indicates, the singular forms of "a", "an" and "the" are intended to include plural forms as well. Similarly, the term "and / or" as used in this application refers to any and all possible combinations of listings containing one or more associated ones. In addition, when used in the present application, the term "comprise" and its variants "comprises" and / or comprising refer to the presence of stated features, wholes, steps, operations, elements, and / or components, but do not exclude the presence or addition of one or more other features, wholes, steps, operations, elements, components and / or groups thereof. In the absence of further restrictions, the elements defined by the sentence "comprising a ..." do not exclude the presence of other identical elements in the process, method or device comprising the elements. In this article, each embodiment may focus on the differences from other embodiments, and the same and similar parts between the various embodiments may refer to each other. For the methods, products, etc. disclosed in the embodiments, if they correspond to the method part disclosed in the embodiments, then the relevant parts can refer to the description of the method part.
[0093] Those skilled in the art will appreciate that the units and algorithm steps of each example described in conjunction with the embodiments disclosed herein can be implemented in electronic hardware, or a combination of computer software and electronic hardware. Whether these functions are performed in hardware or software may depend on the specific application and design constraints of the technical solution. The technicians may use different methods for each specific application to implement the described functions, but such implementations should not be considered to exceed the scope of the embodiments of the present disclosure. The technicians may clearly understand that, for the convenience and simplicity of description, the specific working processes of the systems, devices and units described above may refer to the corresponding processes in the aforementioned method embodiments, and will not be repeated here.
[0094] In the embodiments disclosed herein, the disclosed methods and products (including but not limited to devices, equipment, etc.) can be implemented in other ways. For example, the device embodiments described above are only schematic. For example, the division of the units can be only a logical function division. There may be other division methods in actual implementation, such as multiple units or components can be combined or integrated into another system, or some features can be ignored or not executed. In addition, the coupling or direct coupling or communication connection between each other shown or discussed can be through some interfaces, indirect coupling or communication connection of devices or units, which can be electrical, mechanical or other forms. The units described as separate components may or may not be physically separated, and the components displayed as units may or may not be physical units, that is, they may be located in one place, or they may be distributed on multiple network units. Some or all of the units may be selected according to actual needs to implement this embodiment. In addition, each functional unit in the embodiment of the present disclosure may be integrated in a processing unit, or each unit may exist physically alone, or two or more units may be integrated in one unit.
[0095] The flowchart and block diagram in the accompanying drawings show the possible architecture, function and operation of the system, method and computer program product according to the embodiment of the present disclosure. In this regard, each box in the flowchart or block diagram can represent a module, a program segment or a part of the code, and the module, the program segment or a part of the code contains one or more executable instructions for realizing the specified logical function. In some alternative implementations, the functions marked in the box can also occur in a different order from the order marked in the accompanying drawings. For example, two consecutive boxes can actually be executed substantially in parallel, and they can sometimes be executed in the opposite order, which can depend on the functions involved. In the description corresponding to the flowchart and the block diagram in the accompanying drawings, the operations or steps corresponding to different boxes can also occur in a different order from the order disclosed in the description, and sometimes there is no specific order between different operations or steps. For example, two consecutive operations or steps can actually be executed substantially in parallel, and they can sometimes be executed in the opposite order, which can depend on the functions involved. Each block in the block diagrams and / or flowcharts, and combinations of blocks in the block diagrams and / or flowcharts, may be implemented by a dedicated hardware-based system that performs the specified functions or actions, or may be implemented by a combination of dedicated hardware and computer instructions.
Claims
1. A method for determining an area suitable for testing the condition of a bridge using temperature loads, characterized in that: The method comprises: Acquire a target area from the area set, wherein the target area is an area to be determined whether it is suitable for testing the bridge state using temperature load; the area set includes multiple target areas; Acquire sunshine information corresponding to the target area, wherein the sunshine information includes sunlight exposure conditions of the target area within a preset time period; Determining a pressure load range corresponding to the target area according to the sunshine information; Whether the target area is suitable for testing the bridge state using temperature load is determined according to the pressure load range corresponding to the target area.
2. The method according to claim 1, characterized in that Get the sunshine information corresponding to the target area, including: The target area is used to perform a table lookup operation in a preset sunshine information table to obtain sunshine information corresponding to the target area; the sunshine information table stores regional information, sunshine information, and the corresponding relationship between the regional information and the sunshine information; the regional information includes the target area.
3. The method according to claim 1, characterized in that The sunshine information includes a plurality of sunshine duration periods, the light intensity corresponding to each sunshine duration period, and the bridge deformation displacement corresponding to each sunshine duration period. The pressure load range corresponding to the target area is determined according to the sunshine information, including: Determining the lighting stability corresponding to the target area; Determine the temperature load reference value that can be obtained in the target area according to the sunshine duration period and the light intensity corresponding to each sunshine duration period; The pressure load range corresponding to the target area is determined according to the illumination stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period.
4. The method according to claim 3, characterized in that The pressure load range corresponding to the target area is determined according to the illumination stability corresponding to the target area, the temperature load reference value, and the bridge deformation displacement corresponding to each sunshine duration period, including: Using the illumination stability and temperature load reference values corresponding to the target area, the deformation displacement of the bridge corresponding to each sunshine duration period is adjusted to obtain the adjusted deformation displacement reference values of the bridge for each sunshine duration period; The pressure load range corresponding to the target area is determined according to the bridge deformation displacement reference values adjusted for each sunshine duration period.
5. The method according to claim 4, characterized in that The pressure load range corresponding to the target area is determined according to the bridge deformation displacement reference values adjusted for each sunshine duration period, including: The maximum bridge deformation displacement reference value among the bridge deformation displacement reference values adjusted for each sunshine duration period is determined as the bridge deformation displacement final value; Adding the final value of the bridge deformation displacement to a preset first deviation value to obtain a first pressure load deformation value, and subtracting a preset second deviation value from the final value of the bridge deformation displacement to obtain a second pressure load deformation value; Obtaining a first pressure load corresponding to the first pressure load deformation value, and obtaining a second pressure load corresponding to the second pressure load deformation value; The range between the second pressure load and the first pressure load is determined as the pressure load range corresponding to the target area.
6. The method according to claim 1, characterized in that Determining whether the target area is suitable for testing the bridge state using a temperature load according to the pressure load range corresponding to the target area includes: Determining whether the pressure load range corresponding to the target area includes a preset standard load range; When the pressure load range corresponding to the target area includes the preset standard load range, it is determined that the target area is suitable for testing the bridge condition using the temperature load; when the pressure load range corresponding to the target area does not include the preset standard load range, it is determined that the target area is not suitable for testing the bridge condition using the temperature load.
7. The method according to claim 6, characterized in that After determining whether the target area is suitable for testing the bridge state using temperature load according to the pressure load range corresponding to the target area, the method further includes: Acquire a similar illumination region of the target region in the region set; the similar illumination region is a region whose illumination condition is similar to that of the target region; When it is determined that the target area is suitable for testing the bridge condition using temperature load, the similar illumination area is determined as an area suitable for testing the bridge condition using temperature load; when it is determined that the target area is not suitable for testing the bridge condition using temperature load, the similar illumination area is determined as an area not suitable for testing the bridge condition using temperature load.
8. The method according to claim 7, characterized in that After determining whether the target area is suitable for testing the bridge state using temperature load according to the pressure load range corresponding to the target area, the method further includes: The areas suitable for testing the bridge status using temperature load are stored in a preset area database; or, the areas suitable for testing the bridge status using temperature load in the area set are marked, and the mark is used to indicate that the bridge status is suitable for testing the bridge status using temperature load.
9. A device for determining an area suitable for testing the condition of a bridge using temperature loads, characterized in that: The device comprises: A target area acquisition module is configured to acquire a target area from an area set, wherein the target area is an area to be determined whether it is suitable for testing the bridge state using a temperature load; the area set includes a plurality of target areas; A sunshine information acquisition module, configured to acquire sunshine information corresponding to a target area, wherein the sunshine information includes sunlight exposure conditions of the target area within a preset time period; A pressure load range determination module is configured to determine the pressure load range corresponding to the target area according to the sunshine information; The judgment module is configured to determine whether the target area is suitable for testing the bridge state using the temperature load according to the pressure load range corresponding to the target area.
10. A device for determining an area suitable for testing a bridge condition using a temperature load, comprising a processor and a memory storing program instructions, characterized in that: The processor is configured to execute the method for determining an area suitable for testing a bridge condition using temperature load as claimed in any one of claims 1 to 8 when running the program instructions.