CN110263480A - The total wind load and wind load reduction coefficient calculation method and relevant device of three towers - Google Patents

Abstract

The present invention provides a method for calculating the total wind load and wind load reduction coefficient of a three-pipe tower and related equipment. The three-pipe tower includes a tower body, a platform and N pairs of antennas, wherein the calculation method for the total wind load of the three-pipe tower includes: obtaining The first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas; the sum of the wind load of the tower body, the first wind load and the second wind load is determined as The total wind load of the three-pipe tower, wherein the first wind load is the product of the wind load of the platform and the first wind load reduction factor, and the second wind load is the N antenna The product of the wind load and the second wind load reduction factor. In this way, when calculating the total wind load of the three-tube tower, the wind load reduction caused by the mutual shielding between the platform and the antenna of the three-tube tower is considered, so that the calculated total wind load of the three-tube tower can be guaranteed value is more precise.

Description

Calculation method of total wind load and wind load reduction factor of three-pipe tower and related equipment

technical field

The invention relates to the field of communication technology, in particular to a method for calculating the total wind load and wind load reduction coefficient of a three-pipe tower and related equipment.

Background technique

With the development of wireless communication technology, in order to improve communication capabilities and communication quality, the construction scope and number of communication towers are increasing. The three-pipe tower has become a widely used communication tower due to its strong structure, strong wind resistance, and a large number of antennas that can be mounted. In the process of building the three-pipe tower, it is necessary to analyze the influence of the wind load on the three-pipe tower, so as to avoid the collapse of the three-pipe tower and affect the safety of people and the work of the communication network, and ensure the reliability of the three-pipe tower .

The current analysis of the total wind load of the three-tube tower usually takes the sum of the wind loads of each part of the three-tube tower as its total wind load. For example, as shown in Figures 1 and 2, the platform-type three-tube tower includes the tower body 11. The platform 12 and multiple antennas 13, when analyzing the wind load of the platform-type three-pipe tower, usually the wind load of the tower body 11, the wind load of the platform 12 and the wind load of multiple antennas 13 are summed as the total wind load for a three-tube tower. However, this calculation method is too simple, and it is easy to cause the calculated total wind load value of the three-pipe tower to be relatively conservative and not accurate enough.

Contents of the invention

The embodiment of the present invention provides a calculation method of the total wind load and the wind load reduction coefficient of the three-pipe tower, so as to solve the problem that the calculation method of the total wind load of the existing three-pipe tower is too simple, and the calculated total wind load value of the three-pipe tower More conservative, less precise questions.

In order to solve the problems of the technologies described above, the present invention is achieved in that:

In the first aspect, an embodiment of the present invention provides a method for calculating the total wind load of a three-pipe tower, the three-pipe tower includes a tower body, a platform, and N antennas, and N is a positive integer. The method includes:

Obtain the first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas;

The sum of the wind load of the tower body, the first wind load and the second wind load is determined as the total wind load of the three-pipe tower, wherein the first wind load is the wind load and the wind load of the platform The product of the first wind load reduction coefficient, the second wind load is the product of the wind load of the N antennas and the second wind load reduction coefficient.

In the second aspect, an embodiment of the present invention provides a method for calculating a wind load reduction factor of a three-pipe tower, the three-pipe tower includes a tower body, a platform, and N antennas, where N is a positive integer, and the method includes:

Obtain the test wind load set of the three-tube tower model in the wind tunnel test, wherein the test wind load set includes the test wind load of the three-tube tower model under different wind parameters, and the three-tube tower model is A model made according to the prototype structure and preset ratio of the three-tube tower;

Based on the shape parameters of the three-tube tower model, calculate the theoretical wind load of the three-tube tower model under the corresponding wind force parameters;

According to the test wind load and theoretical wind load of the three-tube tower model under the different wind parameters, calculate the antenna wind load reduction factor of the three-tube tower model under the different wind parameters;

Based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, determine the target antenna wind load reduction coefficient of the three-pipe tower;

Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors.

In the third aspect, the embodiment of the present invention provides a total wind load calculation device of a three-pipe tower, the three-pipe tower includes a tower body, a platform and N antennas, N is a positive integer, and the total wind load of the three-pipe tower Computing devices include:

An acquisition module, configured to acquire the first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas;

a calculation module, configured to determine the sum of the wind load of the tower body, the first wind load and the second wind load as the total wind load of the three-pipe tower, wherein the first wind load is the The product of the wind load of the platform and the first wind load reduction coefficient, and the second wind load is the product of the wind load of the N antennas and the second wind load reduction coefficient.

In the fourth aspect, an embodiment of the present invention provides a wind load reduction coefficient calculation device for a three-pipe tower, the three-pipe tower includes a tower body, a platform, and N antennas, N is a positive integer, and the wind load of the three-pipe tower The load reduction factor calculation device includes:

An acquisition module, configured to acquire a test wind load set of the three-tube tower model in a wind tunnel test, wherein the test wind load set includes test wind loads of the three-tube tower model under different wind parameters, the The three-pipe tower model is a model made according to the prototype structure and preset ratio of the three-pipe tower;

The first calculation module is used to calculate the theoretical wind load of the three-tube tower model under corresponding wind parameters based on the shape parameters of the three-tube tower model;

The second calculation module is used to calculate the antenna wind load reduction of the three-tube tower model under the different wind parameters according to the experimental wind load and the theoretical wind load of the three-tube tower model under the different wind parameters coefficient;

A determining module, configured to determine the target antenna wind load reduction coefficient of the three-pipe tower based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters;

Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors.

In the fifth aspect, an embodiment of the present invention provides an electronic device, including a processor, a memory, and a computer program stored on the memory and operable on the processor. When the computer program is executed by the processor, The steps in the method for calculating the total wind load of the above-mentioned three-tube tower are realized.

In a sixth aspect, an embodiment of the present invention provides an electronic device, including a processor, a memory, and a computer program stored on the memory and operable on the processor. When the computer program is executed by the processor, The steps in the method for calculating the wind load reduction factor of the above-mentioned three-pipe tower are realized.

In the seventh aspect, the embodiment of the present invention provides a computer-readable storage medium, where a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the above-mentioned method for calculating the total wind load of the three-pipe tower is realized in the steps.

In an eighth aspect, an embodiment of the present invention provides a computer-readable storage medium, where a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the wind load reduction factor of the above-mentioned three-pipe tower is realized A step in a calculation method.

In the embodiment of the present invention, when calculating the total wind load of the three-pipe tower, the wind load reduction caused by mutual shielding between the platform and the antenna of the three-pipe tower is considered, and by introducing the first wind load of the platform of the three-pipe tower The first wind load reduction factor and the second wind load reduction factor of the N antennas of the three-tube tower are used to calculate the total wind load of the three-tube tower, so as to ensure that the calculated total wind load value of the three-tube tower is more accurate.

Description of drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the accompanying drawings that need to be used in the description of the embodiments of the present invention. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. For those skilled in the art, other drawings can also be obtained based on these drawings without any creative effort.

Fig. 1 is a schematic diagram of the facade structure of a three-tube tower provided by an embodiment of the present invention;

Fig. 2 is a schematic plan view of a three-tube tower provided by an embodiment of the present invention;

Fig. 3 is a flow chart of a method for calculating the wind load reduction coefficient of a three-pipe tower provided by an embodiment of the present invention;

Fig. 4 is a flowchart of a method for calculating the total wind load of a three-pipe tower provided by an embodiment of the present invention;

5 is a schematic structural view of a total wind load calculation device for a three-pipe tower provided by an embodiment of the present invention;

Fig. 6 is a schematic structural diagram of a wind load reduction coefficient calculation device for a three-pipe tower provided by an embodiment of the present invention;

Fig. 7 is a schematic structural diagram of an electronic device provided by an embodiment of the present invention.

Detailed ways

The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are some of the embodiments of the present invention, but not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

Referring to Fig. 3, Fig. 3 is a flow chart of a method for calculating the wind load reduction coefficient of a three-pipe tower provided by an embodiment of the present invention. The three-pipe tower includes a tower body, a platform, and N antennas, and N is a positive integer. As shown in Figure 3, the method includes the following steps:

Step 301. Obtain the test wind load set of the three-tube tower model in the wind tunnel test, wherein the test wind load set includes the test wind load of the three-tube tower model under different wind parameters, and the three-tube tower model The tower model is a model made according to the prototype structure and preset ratio of the three-tube tower.

In this embodiment, the method for calculating the wind load reduction factor of the above-mentioned three-pipe tower can be applied to the first electronic device, and the above-mentioned acquisition of the test wind load set of the three-pipe tower model in the wind tunnel test can be directly obtained in The test wind load data set output during the wind tunnel test of the three-pipe tower model may also be read from the stored test wind load data set of the three-pipe tower model in the wind tunnel test.

Wherein, the test wind load set may include the test wind loads of the three-tube tower model under different wind parameters, that is, in the wind tunnel test, the three-tube tower model is tested and recorded respectively under different wind parameters. The wind load under the condition; the wind parameter can be any wind parameter that affects the total wind load on the three-pipe tower model, such as wind speed, wind direction angle, etc., in order to ensure the comprehensiveness of the test data and obtain a more reliable The wind load reduction factor can adjust the wind speed and wind direction angle in the wind tunnel test respectively, so as to test the test wind load of the three-pipe tower model under different wind speeds and wind direction angles.

The above-mentioned three-pipe tower model can be a model made according to the prototype structure of the three-pipe tower and the preset ratio reduction, that is, the structure of the three-pipe tower model can be consistent with the prototype structure of the three-pipe tower, such as The three-pipe tower model also includes towers, platforms and antennas with the same structure, and the number of antennas of the three-pipe tower model can be selected according to the number of antennas of the three-pipe tower model that actually needs to be tested, and the volume of the three-pipe tower model It can be preset in proportion to the volume of the three-tube tower prototype, such as 1:6.

It should be noted that the number N of antennas in the above three-pipe tower and the three-pipe tower model can be set according to actual needs, usually 6, 9 or 12, etc., and is not limited here.

It should also be noted that in order to ensure the accuracy of the test data in the wind tunnel test, and then calculate a more reliable wind load reduction factor, you can choose a wind tunnel that can simulate the real wind parameters in nature as much as possible for the test, such as selecting The TJ-2 Atmospheric Boundary Layer Wind Tunnel of the Wind Tunnel Laboratory conducts tests.

Exemplarily, in order to facilitate the understanding of the process of generating the test wind load set in the wind tunnel test, here is an example of the wind tunnel test process in practical application, as follows:

In this example, the TJ-2 atmospheric boundary layer wind tunnel of the wind tunnel laboratory is used for the test. The size of the wind tunnel test section is about 3m wide, 2.5m high, and 15m long. The wind speed of the wind tunnel can range from 1.0m/s to Continuously adjustable within 68m/s, the wind tunnel is equipped with automatic speed regulation, control and data acquisition system, floating frame six-component strain force measuring balance (high-frequency dynamic force measuring balance) and automatic turntable system for building structure model testing. Wherein, the diameter of the turntable of the turntable system is about 2.8m, and the distance between the center of the rotating shaft and the entrance of the test section is 10.5m. In addition, the flow field performance of the wind tunnel is good. The velocity non-uniformity of the flow field in the test area is less than 1%, the turbulence degree is less than 0.46%, and the average airflow deflection angle is less than 0.5°.

Among them, considering factors such as the tower type and the number of antennas of the platform-type three-pipe tower in practical applications, three three-pipe tower models can be designed, and the ratio of the three-pipe tower model to the three-pipe tower prototype can be 1:6. The distance between the towers of the tube tower prototype is 1300mm, the height is 3000mm, the diameter of the platform is 2500mm, and the size of each pair of antennas is 1968mm×295mm×126mm (height×width×thickness). The size of the radio frequency unit (Remote Radio Unit, referred to as RRU) is 400mm×240mm×160mm (height×width×thickness), and the number of antennas of the three three-pipe tower models can be 6, 9 and 12 respectively, and can be named respectively Model 1, Model 2 and Model 3. In each of the above models, except for the number of antennas, other parts may be the same.

In order to ensure that the model can accurately simulate the prototype, the three-tube tower body in the three models can be made of aluminum alloy, and the antenna and RRU parts can be made of glass fiber reinforced plastic.

In the wind tunnel, the test model (that is, the three-tube tower model) can be placed on the force balance, and the test model can be blown by different wind speeds and wind direction angles. In order to ensure a more comprehensive simulation of the wind speed in the actual situation, the test wind speed can be 5m/s to 35m/s, the wind speed adjustment interval can be 3m/s and 2m/s; the wind direction angle covers the entire 360° range, and the adjustment interval can be 30° (or 20°, 15°, etc.), that is The above-mentioned wind parameters include wind speed and wind direction angle. By reading the data of the force balance, the wind load on the three-pipe tower model under different wind speeds and wind direction angles can be obtained. Here, taking model 1 (three-pipe tower model with 6 antennas) test as an example, the total wind load of model 1 under different wind speeds and wind direction angles as shown in Table 1 can be obtained (that is, the test wind load set is A collection of all total wind load data in Table 1).

Table 1 Model-total wind load summary table

Of course, the above-mentioned wind tunnel test environment, the size of the three-pipe tower model, and wind parameters can all be changed according to actual needs, and are not specifically limited here.

Step 302, based on the shape parameters of the three-pipe tower model, calculate the theoretical wind load of the three-pipe tower model under the corresponding wind force parameters.

The shape parameters of the above-mentioned three-pipe tower model can include the shape parameters of each part of the three-pipe tower model, such as the tower body shape parameters, platform shape parameters and antenna shape parameters of the three-pipe tower model, and the shape parameters can include body shape parameters. Coefficient and net wind-shielding area, according to the wind load calculation specification, can calculate the theoretical wind load of each part of the three-tube tower model under the corresponding wind force parameters according to the shape parameters of each part of the three-tube tower model.

Specifically, based on the theoretical calculation formula of wind load, that is, the wind load of a certain structure is equal to the product of the shape coefficient of the structure, the net wind-shielding area and the wind pressure value corresponding to the wind speed, the tower body of the three-pipe tower model can be calculated , the theoretical wind load of the three parts of the platform and the antenna, such as calculating the tower of the three-tube tower model according to the shape coefficient of the tower body of the three-tube tower model, the net wind-shielding area and the wind pressure value corresponding to each test wind speed. According to the theoretical wind load of the body at each test wind speed, the platform of the three-tube tower model is calculated at each The theoretical wind load under the test wind speed, and according to the shape coefficient of the single antenna of the three-tube tower model, the net wind-shielding area, the wind pressure value corresponding to each test wind speed and the number of antennas, the three-tube tower model is calculated The theoretical wind load of the antenna at each test wind speed; among them, the shape coefficient of each part can be calculated according to its net windshield area and contour area.

Step 303 , according to the experimental wind load and theoretical wind load of the three-pipe tower model under the different wind parameters, calculate the antenna wind load reduction coefficient of the three-pipe tower model under the different wind parameters.

After obtaining the test wind load and theoretical wind load of the three-pipe tower model under the different wind parameters, it can be calculated according to the test wind load and theoretical wind load of the three-pipe tower model under a certain wind parameter respectively. The antenna wind load reduction coefficient of the three-pipe tower model under the wind force parameter is obtained, and then the antenna wind load reduction coefficient of the three-pipe tower model under different wind force parameters is obtained.

Because the theoretical wind load of the three-tube tower model is the wind load calculated without considering the shielding between the parts, and the test wind load of the three-tube tower model is the wind load actually borne by the three-tube tower model Therefore, the reduction degree of the total wind load of the three-tube tower model can be determined by comparing the difference between the two, and then by introducing the wind load reduction into the total wind load calculation formula of the three-tube tower Coefficients, such as platform wind load reduction coefficient, antenna wind load reduction coefficient, and based on the test wind load and theoretical wind load of the three-tube tower model under the different wind parameters, the antenna of the three-tube tower is calculated Wind load reduction factor, wherein, the platform wind load reduction factor can be determined by taking empirical values or by performing similar wind tunnel tests on a three-pipe tower model without antennas.

Specifically, because in actual scenarios, there will be mutual occlusion between the tower body and the antenna, between the platform and the antenna, and between the N antennas of the three-pipe tower, the wind loads on the platform and the N antennas will vary. The actual total wind load on the three-tube tower model will be lower than the theoretical wind load, so in order to consider the reduction of the total wind load caused by the shelter between the parts, the three-tube tower model can The reduction factor is introduced into the calculation formula of the total wind load. For example, the reduction factor of the platform wind load can be defined as K ₁ , and the reduction factor of the antenna wind load is K ₂ . Therefore, the calculation formula of the total wind load of the three-pipe tower model is:

F'＝F ₁ +F ₂ ×K ₁ +F ₃ ×K ₂

Wherein, F ₁ is the first theoretical wind load of the tower body of the three-tube tower model, F ₂ is the second theoretical wind load of the platform of the three-tube tower model, and F ₃ is the N of the three-tube tower model The third theoretical wind load for the secondary antenna.

It can be seen from the above formula that, when F′, F ₁ , F ₂ , F ₃ and K ₁ are all determined, the antenna wind load reduction factor of the three-pipe tower model can be calculated, so the wind tunnel test can be The obtained test wind load of the three-tube tower model under different wind parameters is substituted into F' in the formula, and the first theoretical wind load, the second theoretical wind load and the first theoretical wind load of the three-tube tower model under the corresponding wind parameters are The third theoretical wind load is respectively substituted into F ₁ , F ₂ and F ₃ in the formula, and at the same time determine the value of the platform wind load reduction coefficient K ₁ of the three-pipe tower model, so that the above formula can be used to calculate the The antenna wind load reduction coefficient K ₂ of the above-mentioned three-pipe tower model under the different wind parameters; wherein, the specific value of K ₁ can be obtained by taking empirical values or by performing a similar wind load on the three-pipe tower model without antennas. It should be noted that when K ₁ is set to 1, it means that the platform wind load reduction of the three-pipe tower model is not considered.

The above-mentioned _first theoretical wind load F1 can be obtained by calculating the product of the shape coefficient of the tower body of the three-pipe tower model, the net wind-shielding area and the wind pressure value corresponding to the test wind speed, and the above-mentioned _second theoretical wind load F2 can be obtained by Calculate the product of the shape coefficient of the platform of the three-pipe tower model, the net wind-shielding area and the wind pressure value corresponding to the test wind speed, and the above-mentioned _third theoretical wind load F3 can be obtained by calculating the single antenna of the three-pipe tower model It is obtained by multiplying the shape factor, the net windshield area, the wind pressure value corresponding to the test wind speed and the number of antennas.

Exemplarily, based on the test wind load set in the aforementioned Table ₁ , and taking K1 as an empirical value of 0.7, the antenna wind of the three-pipe tower model shown in the following Table 2 under different test wind speeds and wind direction angles can be calculated. Load reduction factor K ₂ .

Table _{2 Summary table of antenna wind load reduction factor K 2} for the three-pipe tower model

Step 304, based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, determine the target antenna wind load reduction coefficient of the three-pipe tower;

Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors.

After calculating the antenna wind load reduction coefficient of the three-pipe tower model under the different wind parameters, the target antenna wind load reduction coefficient of the three-pipe tower can be determined according to these data, specifically, can be adopted A variety of different ways are used to determine the target antenna wind load reduction coefficient, for example, the maximum value of the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters is determined as the target antenna Wind load reduction coefficient, or take the mean value of all antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters as the target antenna wind load reduction coefficient, or can be based on the three-pipe tower model The antenna wind load reduction coefficient of the tower model under the target wind parameter is used to determine the target antenna wind load reduction coefficient.

For example, the maximum value of all antenna wind load reduction coefficients of the three-pipe tower model at no lower than the target wind speed can be taken as the target antenna wind load reduction coefficient, wherein the target wind speed can be Stable wind speed threshold, such as 15m/s. In this way, it can be ensured that the total wind load value of the three-tube tower calculated based on the wind load reduction factor of the target antenna will not be too small in practice, thereby ensuring the structural parameters of the three-tube tower determined according to the total wind load value It can withstand the wind load in the natural environment and avoid potential safety hazards due to the insufficient wind load capacity of the designed three-pipe tower.

Exemplarily, as shown in Table ₂ , after the wind speed is greater than or equal to 15m/s, the K2 value basically tends to be stable, and since the relative error of each K2 value is large when the wind speed is small, the above table ₂ can be taken Among them, the maximum value of K ₂ under different wind direction angles when the wind speed is greater than or equal to 15 m/s, that is, K ₂ =0.657958≈0.66, is the target antenna wind load reduction factor of the three-pipe tower. Similarly, for Model 2 and Model 3, the corresponding target antenna wind load reduction coefficient can also be obtained in a similar way. For example, when the number N of antennas of the three-pipe tower is 9, the corresponding target antenna wind load reduction coefficient can be calculated according to It is determined to be 0.55 by a similar method. When the number N of antennas of the three-pipe tower is 12, the corresponding target antenna wind load reduction factor can be determined to be 0.49 by a similar method.

In this embodiment, after calculating the target antenna wind load reduction coefficient of the three-pipe tower, the total wind load of the three-pipe tower can be calculated based on the target antenna wind load reduction coefficient, specifically, by The second electronic device directly obtains the target antenna wind load reduction factor of the three-tube tower calculated by the above-mentioned first electronic device, or inputs the target antenna wind load reduction factor of the three-tube tower calculated by the first electronic device into The second electronic device, so that the second electronic device can use the target antenna wind load reduction factor to calculate the total wind load of the three-pipe tower.

Specifically, the second electronic device may first acquire the first wind load reduction factor of the platform of the three-tube tower and the second wind load reduction factor of the N antennas of the three-tube tower (that is, the The target antenna wind load reduction coefficient corresponding to the number of tower antennas), wherein, obtaining the first wind load reduction coefficient can be to obtain a pre-input experience value (such as 0.7); then the tower body of the three-pipe tower The sum of the wind load, the first wind load and the second wind load is determined as the total wind load of the three-pipe tower, wherein the first wind load is the wind load of the platform and the first wind load A product of a load reduction factor, the second wind load is a product of the wind load of the N antennas and the second wind load reduction factor.

It should be noted that the wind load of the tower body, the wind load of the platform and the wind load of the N antennas can be calculated in advance, or the total wind load of the three-pipe tower can be calculated real-time calculation during the process.

Wherein, the sum of the wind load of the tower body of the three-tube tower, the first wind load and the second wind load is determined as the total wind load of the three-tube tower can be:

Calculate the total wind load of the three-pipe tower according to the formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ ;

Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower.

In this way, after determining the shape parameters μ _s , μ _sp , μ _sa , A _tt , A _pt and A _a of the three-tube tower, the wind load reduction coefficients K ₁ and K ₂ , and the basic wind pressure W _k In this case, the total wind load of the three-pipe tower can be quickly calculated according to the above formula, wherein the μ _sa can take an empirical value of 1.3.

Here, the second electronic device calculates the total wind load of the three-pipe tower through the first wind load reduction factor and the second wind load reduction factor, taking into account The wind load reduction caused by mutual shading between the space and the antennas makes the calculated total wind load of the three-tube tower more reasonable and improves the calculation accuracy of the total wind load of the three-tube tower.

It should be noted that the above-mentioned first electronic device can be any electronic device that can calculate the wind load reduction factor of the above-mentioned target antenna, and the above-mentioned second electronic device can be any electronic device that can calculate the total wind load of the above-mentioned three-tube tower. device, and the first electronic device and the second electronic device may be the same or different electronic devices, which are not limited herein.

In addition, the above-mentioned three-tube tower model may also include other components, for example, the above-mentioned three-tube tower model may also include platform guardrails, etc.; in this case, other components may also be considered in the process of calculating the total wind load of the three-tube tower model The shading of the platform is to set the reduction coefficient corresponding to other components, and to reduce the wind load of the component through the set reduction coefficient, which will not be described in detail here.

The calculation method of the wind load reduction coefficient of the three-pipe tower in this embodiment is calculated by using the three-pipe tower model to conduct wind tunnel tests under different wind parameters and the corresponding theoretical wind loads to calculate the three-pipe tower The antenna wind load reduction coefficient of the model under different wind parameters, and then determine the target antenna wind load reduction coefficient of the three-pipe tower. In this way, a more reliable antenna wind load reduction factor for the three-tube tower can be obtained through the wind tunnel test, and then the wind load reduction factor for the antenna can be used to calculate the total wind load of the three-tube tower, ensuring that the calculated three-tube tower The total wind load value is more accurate.

Referring to Fig. 4, Fig. 4 is a flow chart of a method for calculating the total wind load of a three-pipe tower provided by an embodiment of the present invention. The three-pipe tower includes a tower body, a platform and N antennas, and N is a positive integer, as shown in Fig. 4, the method includes the following steps:

Step 401. Obtain the first wind load reduction coefficient of the platform and the second wind load reduction coefficient of the N antennas.

Step 402, determine the sum of the wind load of the tower body, the first wind load and the second wind load as the total wind load of the three-pipe tower, wherein the first wind load is the wind load of the platform The product of the wind load and the first wind load reduction factor, the second wind load is the product of the wind load of the N antennas and the second wind load reduction factor.

Optionally, determining the sum of the wind load of the tower body, the first wind load and the second wind load as the total wind load of the three-tube tower includes:

Calculate the total wind load of the three-pipe tower according to the formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ ;

Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower.

It should be noted that this embodiment is an implementation manner of the second electronic device corresponding to the method embodiment in FIG. , and can achieve the same beneficial effect. In order to avoid repeated description, details are not repeated here.

In the calculation method of the total wind load of the three-tube tower in this embodiment, when calculating the total wind load of the three-tube tower, the wind load reduction caused by mutual shading between the platform and the antenna of the three-tube tower is considered, The total wind load of the three-tube tower is calculated by introducing the first wind load reduction factor of the platform of the three-tube tower and the second wind load reduction factor of the N antennas of the three-tube tower, so that the calculated three-tube tower can be guaranteed The total wind load value is more accurate.

Referring to Fig. 5, it is a structural schematic diagram of a wind load reduction coefficient calculation device of a three-pipe tower provided in this embodiment. The three-pipe tower includes a tower body, a platform and N antennas, and N is a positive integer, as shown in Fig. 5 As shown, the wind load reduction factor calculation device 500 of the three-pipe tower includes:

The acquiring module 501 is configured to acquire a test wind load set of the three-tube tower model in a wind tunnel test, wherein the test wind load set includes test wind loads of the three-tube tower model under different wind parameters, so The three-tube tower model is a model made according to the prototype structure and preset ratio of the three-tube tower;

The first calculation module 502 is used to calculate the theoretical wind load of the three-tube tower model under the corresponding wind force parameters based on the shape parameters of the three-tube tower model;

The second calculation module 503 is used to calculate the antenna wind load discount of the three-tube tower model under the different wind parameters according to the experimental wind load and the theoretical wind load of the three-tube tower model under the different wind parameters. Subtraction factor;

A determining module 504, configured to determine the target antenna wind load reduction coefficient of the three-pipe tower based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters;

Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors.

Optionally, the determination module 504 is used to determine a target reduction factor as the target antenna wind load reduction factor of the three-pipe tower from the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters. Reduction coefficient, wherein, the target reduction coefficient is the maximum value of all antenna wind load reduction coefficients of the three-pipe tower model at no lower than the target wind speed, and the wind force parameters include at least wind speed; or

The determination module 504 is configured to determine the mean value of the wind load reduction coefficients of all antennas of the three-pipe tower model under the different wind parameters as the target antenna wind load reduction coefficient of the three-pipe tower.

Optionally, the theoretical wind load includes the first theoretical wind load of the tower body of the three-tube tower model, the second theoretical wind load of the platform of the three-tube tower model, and the wind load of the antenna of the three-tube tower model. The third theoretical wind load;

The second calculation module 503 is used to respectively calculate the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters according to the formula F'=F ₁ +F ₂ ×K ₁ +F ₃ ×K ₂ ;

Wherein, F ' represents the test wind load of the three-pipe tower model, F ₁ represents the first theoretical wind load, F ₂ represents the second theoretical wind load, F ₃ represents the third theoretical wind load, K ₁ represents the platform wind load reduction factor of the three _- tube tower model, and K2 represents the antenna wind load reduction factor of the three-tube tower model.

Optionally, the wind parameter includes at least one of wind speed and wind direction angle.

It should be noted that the wind load reduction factor calculation device 500 of the three-pipe tower can realize the various processes realized by the first electronic device in the method embodiment in FIG. 3 and achieve the same beneficial effect. .

Referring to Fig. 6, it is a schematic structural diagram of a total wind load calculation device of a three-pipe tower provided in this embodiment, the three-pipe tower includes a tower body, a platform and N antennas, and N is a positive integer, as shown in Fig. 6 , the total wind load calculation device 600 of the three-pipe tower includes:

An acquisition module 601, configured to acquire the first wind load reduction coefficient of the platform and the second wind load reduction coefficient of the N antennas;

Calculation module 602, configured to determine the sum of the wind load of the tower body, the first wind load and the second wind load as the total wind load of the three-pipe tower, wherein the first wind load is the total wind load of the three-pipe tower The product of the wind load of the platform and the first wind load reduction factor, the second wind load is the product of the wind load of the N antennas and the second wind load reduction factor.

Optionally, the calculating module 602 is configured to calculate the calculated value according to the formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ The total wind load of the three-tube tower;

Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower.

It should be noted that the total wind load calculation device 600 of the three-pipe tower can realize various processes realized by the second electronic device in the method embodiment in FIG. 4 and achieve the same beneficial effect. To avoid repetition, details are not repeated here.

Referring to FIG. 7, FIG. 7 is a structural diagram of an electronic device provided by another embodiment of the present invention. As shown in FIG. 7, the electronic device 700 includes: a processor 701, a memory 702, and a A computer program running on the processor 801 , and various components in the electronic device 700 are coupled together through the bus interface 703 .

In one embodiment, the electronic device 700 is used to calculate the total wind load of a three-tube tower, the three-tube tower includes a tower body, a platform and N antennas, N is a positive integer, and the computer program is executed by the processor The following steps are implemented during execution of 701:

Obtain the first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas;

The sum of the wind load of the tower body, the first wind load and the second wind load is determined as the total wind load of the three-pipe tower, wherein the first wind load is the wind load and the wind load of the platform The product of the first wind load reduction coefficient, the second wind load is the product of the wind load of the N antennas and the second wind load reduction coefficient.

Optionally, when the computer program is executed by the processor 701, it is also used to:

Calculate the total wind load of the three-pipe tower according to the formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ ;

Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower.

In another embodiment, the electronic device 700 is used to calculate the wind load reduction coefficient of a three-pipe tower, the three-pipe tower includes a tower body, a platform and N antennas, N is a positive integer, and the computer program is programmed The following steps are realized when the processor 701 executes:

Obtain the test wind load set of the three-tube tower model in the wind tunnel test, wherein the test wind load set includes the test wind load of the three-tube tower model under different wind parameters, and the three-tube tower model is A model made according to the prototype structure and preset ratio of the three-tube tower;

Based on the shape parameters of the three-tube tower model, calculate the theoretical wind load of the three-tube tower model under the corresponding wind force parameters;

According to the test wind load and theoretical wind load of the three-tube tower model under the different wind parameters, calculate the antenna wind load reduction factor of the three-tube tower model under the different wind parameters;

Based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, determine the target antenna wind load reduction coefficient of the three-pipe tower;

Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors.

Optionally, when the computer program is executed by the processor 701, it is also used to:

From the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, a target reduction coefficient is determined as the target antenna wind load reduction coefficient of the three-pipe tower, wherein the target reduction coefficient is The reduction factor is the maximum value of all antenna wind load reduction factors of the three-pipe tower model at no lower than the target wind speed, and the wind force parameters include at least wind speed; or

The mean value of all antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters is determined as the target antenna wind load reduction coefficient of the three-pipe tower.

Optionally, the theoretical wind load includes the first theoretical wind load of the tower body of the three-tube tower model, the second theoretical wind load of the platform of the three-tube tower model, and the wind load of the antenna of the three-tube tower model. The third theoretical wind load;

When the computer program is executed by the processor 701, it is also used for:

According to the formula F'=F ₁ +F ₂ ×K ₁ +F ₃ ×K ₂ , respectively calculate the antenna wind load reduction coefficient of the three-pipe tower model under the different wind parameters;

Wherein, F ' represents the test wind load of the three-pipe tower model, F ₁ represents the first theoretical wind load, F ₂ represents the second theoretical wind load, F ₃ represents the third theoretical wind load, K ₁ represents the platform wind load reduction factor of the three _- tube tower model, and K2 represents the antenna wind load reduction factor of the three-tube tower model.

Optionally, the wind parameter includes at least one of wind speed and wind direction angle.

In addition, the electronic device 700 also includes some functional modules not shown, which will not be repeated here.

The electronic device 700 provided in the embodiment of the present invention can implement each process in the method embodiment in FIG. 3 or FIG. 4 , and achieve the same beneficial effect. To avoid repetition, details are not repeated here.

An embodiment of the present invention also provides a computer-readable storage medium, on which a computer program is stored, and when the computer program is executed by a processor, the method for calculating the wind load reduction coefficient of the three-pipe tower in FIG. 3 is implemented. The various processes of the embodiment can achieve the same technical effect, so in order to avoid repetition, details are not repeated here. Wherein, the computer-readable storage medium is, for example, a read-only memory (Read-Only Memory, ROM for short), a random access memory (Random Access Memory, RAM for short), a magnetic disk or an optical disk, and the like.

The embodiment of the present invention also provides another computer-readable storage medium, on which a computer program is stored. When the computer program is executed by the processor, the method for calculating the total wind load of the three-pipe tower in FIG. 4 above is implemented. Each process of the example, and can achieve the same technical effect, in order to avoid repetition, will not repeat them here. Wherein, the computer-readable storage medium is, for example, a read-only memory ROM, RAM, magnetic disk or optical disk, and the like.

It should be noted that, in this document, the term "comprising", "comprising" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article or apparatus comprising a set of elements includes not only those elements, It also includes other elements not expressly listed, or elements inherent in the process, method, article, or device. Without further limitations, an element defined by the phrase "comprising a ..." does not preclude the presence of additional identical elements in the process, method, article, or apparatus comprising that element.

Through the description of the above embodiments, those skilled in the art can clearly understand that the methods of the above embodiments can be implemented by means of software plus a necessary general-purpose hardware platform, and of course also by hardware, but in many cases the former is better implementation. Based on such an understanding, the essence of the technical solution of the present invention or the part that contributes to the prior art can be embodied in the form of software products, and the computer software products are stored in a storage medium (such as ROM/RAM, disk, CD) contains several instructions to make a terminal (which may be a mobile phone, a computer, a server, an air conditioner, or a network device, etc.) execute the methods described in various embodiments of the present invention.

Embodiments of the present invention have been described above in conjunction with the accompanying drawings, but the present invention is not limited to the above-mentioned specific implementations, and the above-mentioned specific implementations are only illustrative, rather than restrictive, and those of ordinary skill in the art will Under the enlightenment of the present invention, without departing from the gist of the present invention and the protection scope of the claims, many forms can also be made, all of which belong to the protection of the present invention.

Claims (16)

1. a method for calculating the total wind load of a three-pipe tower, said three-pipe tower comprises tower body, platform and N secondary antennas, N is a positive integer, it is characterized in that said method comprises: Obtain the first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas; The sum of the wind load of the tower body, the first wind load and the second wind load is determined as the total wind load of the three-pipe tower, wherein the first wind load is the wind load and the wind load of the platform The product of the first wind load reduction coefficient, the second wind load is the product of the wind load of the N antennas and the second wind load reduction coefficient. 2. The method according to claim 1, wherein the sum of the wind load of the tower body, the first wind load and the second wind load is determined as the total wind load of the three-pipe tower ,include: Calculate the total wind load of the three-pipe tower according to the formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ ; Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower. 3. a wind load reduction factor calculation method of a three-pipe tower, said three-pipe tower comprises tower body, platform and N secondary antennas, N is a positive integer, it is characterized in that said method comprises: Obtain the test wind load set of the three-tube tower model in the wind tunnel test, wherein the test wind load set includes the test wind load of the three-tube tower model under different wind parameters, and the three-tube tower model is A model made according to the prototype structure and preset ratio of the three-tube tower; Based on the shape parameters of the three-tube tower model, calculate the theoretical wind load of the three-tube tower model under the corresponding wind force parameters; According to the test wind load and theoretical wind load of the three-tube tower model under the different wind parameters, calculate the antenna wind load reduction factor of the three-tube tower model under the different wind parameters; Based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, determine the target antenna wind load reduction coefficient of the three-pipe tower; Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors. 4. method according to claim 3, is characterized in that, described based on the antenna wind load reduction coefficient of described three tube tower model under described different wind parameters, determine the target antenna wind load of described three tube tower Reduction factors, including: From the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters, a target reduction coefficient is determined as the target antenna wind load reduction coefficient of the three-pipe tower, wherein the target reduction coefficient is The reduction factor is the maximum value of all antenna wind load reduction factors of the three-pipe tower model at no lower than the target wind speed, and the wind force parameters include at least wind speed; or The mean value of all antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters is determined as the target antenna wind load reduction coefficient of the three-pipe tower. 5. method according to claim 3, is characterized in that, described theoretical wind load comprises the first theoretical wind load of the tower body of described three-tube tower model, the second theoretical wind load of the platform of described three-tube tower model load and a third theoretical wind load for the antenna of the three-tube tower model; According to the test wind load and theoretical wind load of the three-tube tower model under the different wind parameters, calculating the antenna wind load reduction factor of the three-tube tower model under the different wind parameters includes: According to the formula F'=F ₁ +F ₂ ×K ₁ +F ₃ ×K ₂ , respectively calculate the antenna wind load reduction coefficient of the three-pipe tower model under the different wind parameters; Wherein, F ' represents the test wind load of the three-pipe tower model, F ₁ represents the first theoretical wind load, F ₂ represents the second theoretical wind load, F ₃ represents the third theoretical wind load, K ₁ represents the platform wind load reduction factor of the three _- tube tower model, and K2 represents the antenna wind load reduction factor of the three-tube tower model. 6. The method according to claim 3, wherein the wind parameters include at least one of wind speed and wind direction angle. 7. A total wind load calculation device of a three-tube tower, the three-tube tower includes a tower body, a platform and N secondary antennas, and N is a positive integer, it is characterized in that the total wind load calculation device of the three-tube tower includes : An acquisition module, configured to acquire the first wind load reduction factor of the platform and the second wind load reduction factor of the N antennas; a calculation module, configured to determine the sum of the wind load of the tower body, the first wind load and the second wind load as the total wind load of the three-pipe tower, wherein the first wind load is the The product of the wind load of the platform and the first wind load reduction coefficient, and the second wind load is the product of the wind load of the N antennas and the second wind load reduction coefficient. 8. The total wind load calculation device of the three-pipe tower according to claim 7, wherein the calculation module is used for formula F=μ _s ×A _tt ×W _k +μ _sp ×A _pt ×W _k ×K ₁ +μ _sa ×A _a ×N×W _k ×K ₂ , to calculate the total wind load of the three-pipe tower; Among them, μ _s represents the shape coefficient of the tower, μ _sp represents the shape coefficient of the platform, μ _sa represents the shape coefficient of a single antenna, _Att represents the net windshield area of the tower, and A _pt represents the The net wind-shielding area of the platform, A _a represents the net wind-shielding area of a single antenna, K ₁ represents the first wind load reduction coefficient, K ₂ represents the second wind load reduction coefficient, W _k represents the basic Wind pressure, F represents the total wind load of the three-pipe tower. 9. A wind load reduction coefficient calculation device for a three-tube tower, the three-tube tower includes a tower body, a platform and N antennas, and N is a positive integer, characterized in that the wind load reduction factor of the three-tube tower The coefficient calculation device includes: An acquisition module, configured to acquire a test wind load set of the three-tube tower model in a wind tunnel test, wherein the test wind load set includes test wind loads of the three-tube tower model under different wind parameters, the The three-pipe tower model is a model made according to the prototype structure and preset ratio of the three-pipe tower; The first calculation module is used to calculate the theoretical wind load of the three-tube tower model under corresponding wind parameters based on the shape parameters of the three-tube tower model; The second calculation module is used to calculate the antenna wind load reduction of the three-tube tower model under the different wind parameters according to the experimental wind load and the theoretical wind load of the three-tube tower model under the different wind parameters coefficient; A determination module, configured to determine the target antenna wind load reduction coefficient of the three-pipe tower based on the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters; Wherein, the target antenna wind load reduction factor is used to calculate the total wind load of the three-tube tower, and the total wind load of the three-tube tower is equal to the wind load of the tower body, the first wind load and the second wind load. The sum of the three loads, the first wind load is the product of the wind load of the platform and the platform wind load reduction coefficient, and the second wind load is the wind load of the N antennas and the wind load of the target antenna The product of the load reduction factors. 10. the wind load reduction factor calculating device of three-pipe tower according to claim 9, is characterized in that, described determination module is used for the aerial wind load discount of described three-pipe tower model under described different wind parameters In the reduction factor, a target reduction factor is determined as the target antenna wind load reduction factor of the three-pipe tower, wherein the target reduction factor is all antennas of the three-pipe tower model at no lower than the target wind speed the maximum value of wind load reduction factors, said wind parameters including at least wind speed; or The determination module is used to determine the mean value of all antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters as the target antenna wind load reduction coefficient of the three-pipe tower. 11. the wind load reduction factor calculating device of three-pipe tower according to claim 9, is characterized in that, described theoretical wind load comprises the first theoretical wind load of the tower body of described three-pipe tower model, the three The second theoretical wind load of the platform of the tube tower model and the third theoretical wind load of the antenna of the three tube tower model; The second calculation module is used to calculate the antenna wind load reduction coefficients of the three-pipe tower model under the different wind parameters according to the formula F'=F ₁ +F ₂ ×K ₁ +F ₃ ×K ₂ . ; Wherein, F ' represents the test wind load of the three-pipe tower model, F ₁ represents the first theoretical wind load, F ₂ represents the second theoretical wind load, F ₃ represents the third theoretical wind load, K ₁ represents the platform wind load reduction factor of the three _- tube tower model, and K2 represents the antenna wind load reduction factor of the three-tube tower model. 12 . The wind load reduction factor calculation device for a three-pipe tower according to claim 9 , wherein the wind parameters include at least one of wind speed and wind direction angle. 13 . 13. An electronic device, characterized by comprising a processor, a memory, and a computer program stored on the memory and operable on the processor, when the computer program is executed by the processor, the Steps in the method for calculating the total wind load of the three-pipe tower described in Requirement 1 or 2. 14. An electronic device, characterized by comprising a processor, a memory, and a computer program stored on the memory and operable on the processor, when the computer program is executed by the processor, the Steps in the method for calculating the wind load reduction factor of the three-tube tower described in any one of requirements 3 to 6. 15. A computer-readable storage medium, characterized in that, a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the three-pipe tower as claimed in claim 1 or 2 is realized. Steps in the total wind load calculation method. 16. A computer-readable storage medium, wherein a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, the method according to any one of claims 3 to 6 is realized. The steps of the calculation method of the wind load reduction factor of the three-pipe tower.