CN110287618A

CN110287618A - A kind of the Wind load calculating method and relevant device of single-tube communication tower

Info

Publication number: CN110287618A
Application number: CN201910577903.9A
Authority: CN
Inventors: 窦笠; 张帆; 王欣朋; 孙天兵; 祁宝金; 屠海明; 周志勇
Original assignee: China Tower Co Ltd
Current assignee: China Tower Co Ltd
Priority date: 2019-06-28
Filing date: 2019-06-28
Publication date: 2019-09-27

Abstract

The present invention provides the Wind load calculating method and relevant device of a kind of single-tube communication tower, single-tube communication tower includes the first tower body, the first tower body platform and N root first antenna, N is positive integer, method includes: to obtain the first reduction coefficient of target and the second reduction coefficient of target, wherein, the first reduction coefficient of target and the second reduction coefficient of target are all larger than 0 and less than 1；The sum of the wind load of first tower body, the first wind load and second wind load are determined as to total wind load of single-tube communication tower；Wherein, the first wind load are as follows: the wind load of the first tower body platform and the product of the first reduction coefficient of target；And, second wind load are as follows: the wind load of N root first antenna and the product of the second reduction coefficient of target, in this way, when calculating total wind load of single-tube communication tower, consider tower body platform and blocking for antenna and cause the reduction of wind load, to promote the accuracy for calculating total wind load of single-tube communication tower.

Description

A kind of the Wind load calculating method and relevant device of single-tube communication tower

Technical field

The present invention relates to the Wind load calculating methods and correlation of communication equipment field more particularly to a kind of single-tube communication tower to set It is standby.

Background technique

With the development of wireless communication technique, to promote communication capacity and communication quality, the construction range of communication tower and build If quantity is increasing.Single-tube communication tower because having the advantages that structure is simple, easy for installation, good appearance and occupied area are small, As widely used communication tower.And during building single-tube communication tower, need the wind being subject to single-tube communication tower The influence of load is analyzed, to avoid collapsing for single-tube communication tower and influence the safety of people and the work of communication network Make, guarantees the reliability of single-tube communication tower.

Wherein, the analysis to total wind load of single-tube communication tower at present usually makees the summation of the wind load of each section For the wind load of single-tube communication tower, for example, as depicted in figs. 1 and 2, platform-type single-tube communication tower includes tower body 11, tower body platform 12 and more antennas 13, when the wind load to the platform-type single-tube communication tower is analyzed, usually by the wind of tower body 11 Total wind load of the sum of the wind load of load, the wind load of tower body platform 12 and more antennas 13 as single-tube communication tower.But It is that this calculation method is too simple, the accuracy that may cause the wind load for the single-tube communication tower being calculated is lower.

As it can be seen that the wind load for the single-tube communication tower being calculated at present has that accuracy is low.

Summary of the invention

The present invention provides the Wind load calculating method and relevant device of a kind of single-tube communication tower, to solve to be calculated at present The wind load of single-tube communication tower there is a problem of that accuracy is low.

In order to solve the above technical problems, the present invention is implemented as follows:

In a first aspect, the present invention provides a kind of Wind load calculating method of single-tube communication tower, the single-tube communication tower packet The first tower body, the first tower body platform and N root first antenna are included, the N is positive integer, which comprises

Obtain the first reduction coefficient of target and the second reduction coefficient of target, wherein first reduction coefficient of target and institute It states the second reduction coefficient of target and is all larger than 0 and less than 1；

The sum of the wind load, the first wind load and the second wind load of first tower body are determined as the single-tube communication tower Total wind load；

Wherein, first wind load are as follows: the wind load of the first tower body platform and first reduction coefficient of target Product；And second wind load are as follows: the wind load of the N root first antenna and first reduction coefficient of target Product.

Second aspect, the embodiment of the present invention also provide a kind of Wind load calculating method of single-tube communication tower, and the single tube is logical Believe that tower includes the first tower body, the first tower body platform and N root first antenna, the N is positive integer, which comprises

Obtain first wind load collection of the single-tube communication tower model in wind tunnel test, wherein the first wind load Ji Bao Include at least two total wind loads tested under different wind-force parameters, single-tube communication tower model described in single-tube communication tower model Including the second antenna of the second tower body, the second tower body platform and N root；

Based on the first wind load collection, the wind load of second tower body, the second tower body platform wind load and The wind load of second antenna of N root obtains the second reduction coefficient of the first reduction coefficient of target and target；

Wherein, first reduction coefficient of target and the second reduction coefficient of the target are for calculating the single-tube communication tower Total wind load, and total wind load of the single-tube communication tower are as follows: wind load, the first wind load and second of first tower body The sum of wind load；First wind load are as follows: the wind load of the first tower body platform and first reduction coefficient of target Product；Second wind load are as follows: the product of the wind load of the N root first antenna and first reduction coefficient of target.

The third aspect, the embodiment of the present invention also provide a kind of Wind load calculating device of single-tube communication tower, and the single tube is logical Believe that tower includes the first tower body, the first tower body platform and N root first antenna, the N is positive integer, and device includes:

Reduction coefficient obtains module, for obtaining the second reduction coefficient of the first reduction coefficient of target and target, wherein described The first reduction coefficient of target and the second reduction coefficient of the target are all larger than 0 and less than 1；

Wind load calculating module, for by the sum of the wind load, the first wind load and the second wind load of first tower body It is determined as total wind load of the single-tube communication tower；

Fourth aspect, the embodiment of the present invention also provide a kind of Wind load calculating device of single-tube communication tower, and the single tube is logical Believe that tower includes the first tower body, the first tower body platform and N root first antenna, the N is positive integer, which is characterized in that device includes:

Wind load collection obtains module, for obtaining first wind load collection of the single-tube communication tower model in wind tunnel test, In, the first wind load collection includes at least two total wind loads tested under different wind-force parameters, single-tube communication tower Single-tube communication tower model described in model includes the second antenna of the second tower body, the second tower body platform and N root；

Reduction coefficient computing module, for based on the first wind load collection, second tower body wind load, described The wind load of the wind load of two tower body platforms and second antenna of N root obtains the second folding of the first reduction coefficient of target and target Subtract coefficient；

5th aspect, the embodiment of the present invention also provide a kind of electronic equipment, including processor, memory and are stored in described It is real when the computer program is executed by the processor on memory and the computer program that can run on the processor The step of Wind load calculating method of single-tube communication tower in existing above-mentioned first aspect.

6th aspect, the embodiment of the present invention also provide a kind of electronic equipment, including processor, memory and are stored in described It is real when the computer program is executed by the processor on memory and the computer program that can run on the processor The step of Wind load calculating method of single-tube communication tower in existing above-mentioned second aspect.

7th aspect, the embodiment of the present invention also provide a kind of computer readable storage medium, the computer-readable storage Computer program is stored on medium, the computer program realizes above-mentioned first aspect and second aspect when being executed by processor Single-tube communication tower Wind load calculating method the step of.

In the embodiment of the present invention, pass through and obtain the first reduction coefficient of target and the second reduction coefficient of target, wherein target the One reduction coefficient and the second reduction coefficient of target are all larger than 0 and less than 1；By the wind load of the first tower body, the first wind load and The sum of two wind loads are determined as total wind load of single-tube communication tower；Wherein, the first wind load are as follows: the wind load of the first tower body platform With the product of the first reduction coefficient of target；And second wind load are as follows: the wind load and target second of N root first antenna are reduced The product of coefficient.In this way, considering tower body platform and blocking for antenna when calculating total wind load of single-tube communication tower and causing The reduction of wind load, to promote the accuracy for calculating total wind load of single-tube communication tower.

Detailed description of the invention

In order to illustrate the technical solution of the embodiments of the present invention more clearly, needed in being described below to the embodiment of the present invention Attached drawing to be used is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, For those of ordinary skill in the art, without any creative labor, it can also obtain according to these attached drawings Take other attached drawings.

Fig. 1 is one of the structural schematic diagram of existing single-tube communication tower；

Fig. 2 is the second structural representation of existing single-tube communication tower；

Fig. 3 is one of the flow diagram of the Wind load calculating method of single-tube communication tower provided in an embodiment of the present invention；

Fig. 4 is the two of the flow diagram of the Wind load calculating method of single-tube communication tower provided in an embodiment of the present invention；

Fig. 5 is one of the structural schematic diagram of the Wind load calculating device of single-tube communication tower provided in an embodiment of the present invention；

Fig. 6 is the structural schematic diagram of reduction coefficient computing module provided in an embodiment of the present invention；

Fig. 7 is the structural schematic diagram of the first reduction coefficient computing unit provided in an embodiment of the present invention；

Fig. 8 is the structural schematic diagram of the second reduction coefficient computing unit provided in an embodiment of the present invention；

Fig. 9 is the second structural representation of the Wind load calculating device of single-tube communication tower provided in an embodiment of the present invention；

Figure 10 is one of the hardware structural diagram of electronic equipment provided in an embodiment of the present invention；

Figure 11 is the two of the hardware structural diagram of electronic equipment provided in an embodiment of the present invention.

Specific embodiment

Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are some of the embodiments of the present invention, instead of all the embodiments.Based on this hair Embodiment in bright, every other implementation obtained by those of ordinary skill in the art without making creative efforts Example, shall fall within the protection scope of the present invention.

It is the flow diagram of the Wind load calculating method of single-tube communication tower provided in an embodiment of the present invention referring to Fig. 3, on Stating single-tube communication tower includes the first tower body, the first tower body platform and N root first antenna, i.e. the single-tube communication tower is platform-type single tube Communication tower, N are positive integer；As shown in Figure 1, the above method includes the following steps:

Step 301 obtains first wind load collection of the single-tube communication tower model in wind tunnel test；

Wherein, the first wind load collection includes at least two total wind loads tested under different wind-force parameters, The single-tube communication tower model includes the second antenna of the second tower body, the second tower body platform and N root.

In above-mentioned steps 301, first wind load collection of the above-mentioned acquisition single-tube communication tower model in wind tunnel test can be with It is the first electronic equipment during carrying out wind tunnel test to single-tube communication tower model, gets above-mentioned first wind load collection； Alternatively, being also possible to the first wind load collection that the first electronic equipment reads storage, which is to communicate to single tube Tower model carries out wind tunnel test generation and storage, etc..

Wherein, above-mentioned first wind load collection may include at least two total wind lotuses tested under different wind-force parameters It carries, i.e., during carrying out wind tunnel test to single-tube communication tower model, passes through the wind-force parameter to wind generated in wind-tunnel It is adjusted, and records total wind load that single-tube communication tower model is received under different wind-force parameters, be included in difference to be formed First wind load collection of the total wind load of at least two recorded under wind-force parameter.

Certainly, the ginseng that total wind load that above-mentioned wind-force parameter can be that any pair of single-tube communication tower model is received has an impact Number, in some embodiments, above-mentioned wind-force parameter may include at least one in wind speed and direction angle, to make wind-tunnel It tests more flexible controllable.

In addition, above-mentioned single-tube communication tower model is not true single-tube communication tower, but system is reduced according to a certain percentage Make the single-tube communication tower model formed, and the single-tube communication tower model includes the tower body of scale smaller, tower body platform and N root day Line, i.e. single-tube communication tower model include above-mentioned second tower body, above-mentioned second tower body platform and above-mentioned the second antenna of N root.

It should be noted that in above-mentioned single-tube communication tower and single-tube communication tower model antenna quantity, i.e. N, Ke Yigen It is set according to actual needs, is not defined herein.

Illustratively, the process for generating the first wind load collection in wind tunnel test for ease of understanding, herein for practical application In wind tunnel test process be illustrated, it is specific as follows:

In this example, tested using the TJ-2 atmospheric boundary layer wind tunnel of wind1 tunnel laboratory, test chamber size can Think 3m wide, 2.5m high, 15m long；Wind speed range can be continuously adjustable from 1.0m/s~68m/s；Wind-tunnel is equipped with automatic speed regulation, control System and data collection system, float six component strain formula force balance of frame and rotating table system, and building structure model test is from turn Disc system.Building disk diameter is 2.8m, and spindle central is 10.5m away from test section import.Flow Field Performance is good, trial zone stream The wow and flutter of field is less than 1%, turbulivity less than 0.46%, mean air flow drift angle less than 0.5 °.

Wherein, it is contemplated that the factors such as tower and antenna amount of the platform-type single-tube communication tower in practical application, Ke Yishe 4 single-tube communication tower models, model scale 1:6 are set, positive ten hexagons cylinder (i.e. tower body) diameter of prototype is 600 millimeters, high Degree is 3080 millimeters, and platform diameter is 2500 millimeters, antenna size be 1968 millimeters × 295 millimeters × 126 millimeters (it is high × wide × It is thick), the corresponding far-end RF module (Remote Radio Unit, RRU) of every slave antenna having a size of 400 millimeters × 240 millimeters × 160 millimeters (height × width x thickness), and the antenna amount of 4 single-tube communication tower models can be respectively 3,6,9 and 12, and respectively It is named as model one (i.e. N=3), model two (i.e. N=6), model three (i.e. N=9) and model four (i.e. N=12).Above-mentioned each mould In type, in addition to antenna amount is different, other parts can be all the same (certainly, other parts can also be different).

In wind-tunnel, test model is placed on high-frequency- forcebalance, the test wind is 5m/s to 40m/s, wind Velocity modulation whole is divided into 2m/s and 3m/s；Wind direction angle covers entire 360 ° of ranges, be divided between adjustment 30 ° (be also possible to 20 ° or 15 °, etc.), i.e., above-mentioned wind-force parameter includes wind speed and direction angle.High-frequency- forcebalance data are read, model is obtained Suffered wind load at different wind speeds.Here, available model one as shown in table 1 is in difference by taking model one as an example Total wind load (i.e. the first wind load collection includes total wind load in table 1) under wind speed and direction angle.

The total wind load summary sheet of 1 model of table one

Certainly, above-mentioned wind tunnel test environment, single-tube communication tower moulded dimension and wind-force parameter etc. can change, herein It is not defined.

Step 302, based on the first wind load collection, the wind load of second tower body, the second tower body platform The wind load of wind load and second antenna of N root obtains the second reduction coefficient of the first reduction coefficient of target and target；

In above-mentioned steps 302, after the first electronic equipment gets the first wind load collection of single-tube communication tower model, Electronic equipment can be based on the first wind load collection, the wind load of the second tower body, the wind load of the second tower body platform and N root second day The wind load of line obtains the second reduction coefficient of the first reduction coefficient of target and target, so that the second electronic equipment is based on target the The wind load of the actual single-tube communication tower including N root antenna is calculated in one reduction coefficient and the second reduction coefficient of target.

Wherein, it is above-mentioned based on the first wind load collection, the wind load of the second tower body, the second tower body platform wind load and N root The wind load of second antenna obtains the second reduction coefficient of the first reduction coefficient of target and target, can be according to preset total wind The wind load of load and the second tower body, the wind load of the second tower body platform, the wind load of the second antenna of N root, target first are reduced Calculation formula between the second reduction coefficient of coefficient and target obtains above-mentioned the first reduction coefficient of target and the second folding of target Subtract coefficient, specifically, can be total load head and be equal to: the wind load of the second tower body, the wind load of the second tower body platform and target The wind load of the second antenna of product and N root of one reduction coefficient and the sum of products of the second reduction coefficient of target.

In some embodiments, the wind load of above-mentioned second tower body can be with are as follows: Shape Coefficient, the tower of second tower body The product of body diameter, tower body height and wind pressure value；

The wind load of the second tower body platform can be with are as follows: Shape Coefficient, the second tower body of the second tower body platform are flat Platform keeps out the wind the product of area and the wind pressure value；

The wind load of second antenna of N root are as follows: N, the wind pressure value and each second antenna Shape Coefficient, It keeps out the wind the product of area.

Due in actual scene, between the second tower body platform and the second tower body, between the second antenna of N root and the second tower body It is mutually blocked Deng existing, the second tower body platform and the second antenna of N root can reduce wind load suffered by the second tower body, so that single Total wind load suffered by pipe communication tower model reality reduces, thus to be caused in view of the second tower body platform and the second antenna of N root Total wind load reduction, the calculation formula of total wind load of single-tube communication tower model can be with are as follows:

F=μ_s×D×H×W_k+μ_sp×A_pt×W_k×K₁+μ_a×A_a×n×W_k×K₂ (1)

Wherein, F indicates total wind load of single-tube communication tower model；

μ_sIndicate the nominal Shape Coefficient of cylinder (i.e. the second tower body)；

D and H respectively indicates the diameter and height of cylinder；

W_kIndicate the wind pressure value being converted to according to the test wind；

A_ptIndicate the area that keeps out the wind of the second tower body platform；

μ_spThe Shape Coefficient of the second tower body platform is indicated, usually according to keep out the wind area and the contoured surface of the second tower body platform The Shape Coefficient that product is calculated；

μ_aIndicate the Shape Coefficient of the second antenna of single width, usual value 1.3；

A_aIndicate the area that keeps out the wind of the second antenna of single width；

N indicates the quantity of the second antenna, i.e. n=N；

K₁And K₂Respectively indicate the first reduction coefficient and the second reduction coefficient, K₁And K₂It is all larger than 0 and less than 1.

As it can be seen that during calculating total wind load of single-tube communication tower model by above-mentioned calculation formula (1), parameter μ_s、D、H、W_k、μ_sp、A_pt、μ_a、A_aAnd n is determining value, only parameter K₁And K₂For variable, therefore communicated in above-mentioned single tube In situation known to total wind load of tower model, the calculation formula (1) based on above-mentioned total wind load, in some embodiments, The above-mentioned wind lotus based on the first wind load collection, the second antenna of the wind load of the second tower body, the wind load of the second tower body platform and N root It carries, obtains the second reduction coefficient of the first reduction coefficient of target and target, can be K₁And K₂As independent variable, and according to first Total wind load that wind load extensive experimentation obtains obtains K in such a way that factor solves₁And K₂Disaggregation, and be based on K₁And K₂'s Disaggregation determines the second reduction coefficient of above-mentioned the first reduction coefficient of target and above-mentioned target, for example, it may be solution is concentrated all K₁ Mean value be determined as above-mentioned the first reduction coefficient of target, and, solution is concentrated into all K₂Mean value be determined as above-mentioned target second Reduction coefficient, etc..

In other embodiments, the above-mentioned wind load, described based on the first wind load collection, second tower body The wind load of the wind load of second tower body platform and second antenna of N root, obtains the first reduction coefficient of target and target second Reduction coefficient, comprising:

Obtain second wind load collection of the single-pipe tower model in wind tunnel test, wherein the second wind load collection is included in At least two total wind loads tested under different wind-force parameters, the single-pipe tower model include: third tower body and third tower Body platform；

Wind load based on the second wind load collection, the wind load of the third tower body and the third tower body platform, Obtain first reduction coefficient of target；

Based on first reduction coefficient of target, the first wind load collection, the wind load of second tower body, described The wind load of the wind load of two tower body platforms and second antenna of N root obtains second reduction coefficient of target.

In present embodiment, by the second wind load collection of single-pipe tower model, the reduction of target first can first be calculated Coefficient, then pass through the first reduction coefficient of target, the first wind load collection, the wind load of second tower body, second tower The wind load of the wind load of body platform and second antenna of N root, is calculated the second reduction coefficient of target, to make to calculate The first reduction coefficient of target and the second reduction coefficient of target arrived is more acurrate, promotes the wind load for the single-tube communication tower being calculated Accuracy.

Lead to it should be noted that above-mentioned single-pipe tower model can be understood as the single tube that setting antenna amount is zero (i.e. N=0) Believe tower model, thus the test process of above-mentioned single-pipe tower model is identical as the test process of above-mentioned single-tube communication tower model.

Illustratively, in wind-tunnel, single-pipe tower model is placed on high-frequency- forcebalance, the test wind 5m/s To 40m/s, 2m/s and 3m/s are divided between wind speed, wind direction angle covers entire 360 ° of ranges, be divided into 30 ° (be also possible to 20 ° or 15 ° of person, etc.).High-frequency- forcebalance data are read, single-pipe tower model suffered wind load at different wind speeds is obtained. Here, total wind load (i.e. second wind of the available single-pipe tower model as shown in table 2 under different wind speed and direction angles Load collection includes total wind load in table 2).

The total wind load summary sheet of 2 model of table one

Wherein, since above-mentioned single-pipe tower model is not provided with antenna, therefore the Wind load calculating formula of single-pipe tower model can be with Are as follows:

F=μ_s×D×H×W_k+μ_sp×A_pt×W_k×K₁ (2)

Therefore, the total wind load concentrated based on above-mentioned second wind load, by above-mentioned calculation formula (2), in some implementations In mode, the above-mentioned wind lotus based on the second wind load collection, the wind load of the third tower body and the third tower body platform It carries, obtains first reduction coefficient of target, comprising:

It calculates second wind load and concentrates corresponding first reduction coefficient of each total wind load, obtain the first reduction coefficient Collection, wherein second wind load concentrates each total wind load are as follows: the wind load and third wind load of the third tower body it With the third wind load are as follows: the product of the wind load of the third tower body platform and corresponding first reduction coefficient；

Based on the first reduction coefficient collection, first reduction coefficient of target is determined.

Here, the corresponding K of each wind load can be calculated in the first electronic equipment₁, to obtain above-mentioned K₁Set (i.e. above-mentioned first reduction coefficient collection), and concentrated in the first reduction coefficient and determine the first reduction coefficient of target, thus make The first reduction coefficient of target is more suitable, further promotes the accuracy of the wind load for the single-tube communication tower being calculated.

Illustratively, based on total wind load in above-mentioned table 2, the first electronic equipment can be calculated as shown in table 3 below Above-mentioned K₁Set, and the first electronic equipment can be based on the K in table 3₁Determine above-mentioned the first reduction coefficient of target.

The reduction coefficient K of 3 single-pipe tower model of table₁Summary sheet

In some embodiments, above-mentioned to be based on the first reduction coefficient collection, determine first reduction coefficient of target, It may include: to concentrate the mean value of all first reduction coefficients to be determined as the reduction of target first system first reduction coefficient Number, to keep the mode for obtaining the first reduction coefficient of target simple, it is easy to accomplish.

In addition, in actual application, in the case that wind speed is more than or equal to certain threshold value, Shape Coefficient can base This stabilization, thus it is also basicly stable to be greater than the first reduction coefficient corresponding to the wind speed of certain threshold value, therefore in other embodiment party It is above-mentioned to be based on the first reduction coefficient collection in formula, it determines first reduction coefficient of target, may include: in the wind-force It in the case that parameter includes wind speed, is concentrated in first reduction coefficient, determines at least two first reduction coefficients to be selected, and will Maximum first reduction coefficient to be selected is determined as the reduction of target first system at least two first reduction coefficient to be selected Number, wherein wind speed corresponding to first reduction coefficient to be selected is more than or equal to default wind speed, so as to get more For suitable the first reduction coefficient of target, the accuracy of the wind load for the single-tube communication tower being calculated further is promoted.

Illustratively, as shown in table 3, after wind speed is more than or equal to 15m/s (i.e. above-mentioned preset threshold), K₁ Substantially it tends towards stability, therefore can the K corresponding to the wind speed more than or equal to 15m/s₁The middle maximum K of selection₁As above-mentioned mesh The first reduction coefficient is marked, i.e. the first reduction coefficient of target is 0.699907, and approximate value is 0.7.

In present embodiment, after above-mentioned the first reduction coefficient of target determines, the first electronic equipment can be based on described The wind lotus of the first reduction coefficient of target, the first wind load collection, the wind load of second tower body, the second tower body platform The wind load with second antenna of N root is carried, second reduction coefficient of target is obtained.

Wherein, by the Wind load calculating formula (1) of above-mentioned single-tube communication tower model it is found that in above-mentioned the first folding of first object After subtracting coefficient determination, only the second reduction coefficient is variable in calculation formula (1), therefore in the wind load of single-tube communication tower model In known situation, corresponding second reduction coefficient of each wind load can be calculated in the first electronic equipment.

In some embodiments, above-mentioned based on first reduction coefficient of target, the first wind load collection, described the The wind load of the wind load of two tower bodies, the wind load of the second tower body platform and second antenna of N root, obtains the target Second reduction coefficient, comprising:

It calculates second wind load and concentrates corresponding second reduction coefficient of each total wind load, obtain the second reduction coefficient Collection, wherein second wind load concentrates each total wind load are as follows: the wind load of second tower body, the 4th wind load and the The sum of five wind loads, the 4th wind load are the wind load and first reduction coefficient of target of the second tower body platform Product, the 5th wind load are wind load and the product of corresponding reduction coefficient of second antenna of N root；

Based on the second reduction coefficient collection, first reduction coefficient of target is determined.

Here, the first electronic equipment can be calculated the first wind load and concentrate the corresponding K of each wind load₂, thus To above-mentioned K₂Set (i.e. above-mentioned second reduction coefficient collection), and the second reduction coefficient concentrate determine target second reduction system Number, so that the second reduction coefficient of target made is more suitable, further promotes the wind load for the single-tube communication tower being calculated Accuracy.

It illustratively, is 0.7 based on total wind load in above-mentioned table 1 and the first reduction coefficient of target of above-mentioned determination, Above-mentioned K as shown in table 4 below can be calculated in first electronic equipment₂Set, and the first electronic equipment can be based in table 4 K₂Determine above-mentioned the second reduction coefficient of target.

The reduction coefficient K of 4 single-tube communication tower model of table₂Summary sheet

Certainly, it is above-mentioned be based on the second reduction coefficient collection, determine first reduction coefficient of target, may include: It in the case that the wind-force parameter includes wind speed, is concentrated in second reduction coefficient, determines at least two second reductions to be selected Coefficient, and the second reduction coefficient to be selected maximum in described at least two second reduction coefficients to be selected is determined as the target Two reduction coefficients, wherein wind speed corresponding to second reduction coefficient to be selected is more than or equal to default wind speed；Alternatively, will Second reduction coefficient concentrates the mean value of all second reduction coefficients to be determined as described second reduction coefficient of target, etc., This is not defined.

Illustratively, after wind speed is more than or equal to 15m/s, K₂Value is also basicly stable, therefore can take in table Wind speed is greater than maximum value when 15m/s under each wind angle, i.e., above-mentioned the second reduction coefficient of target is 0.82；Similarly, for Model two, model three and model four, also available the second reduction coefficient of corresponding target, for example, available model two The second reduction coefficient of target is 0.71；The second reduction coefficient of target of model three is 0.59；The target second of model four is reduced system Number is 0.54.

It should be noted that in some embodiments, above-mentioned the first reduction coefficient of target and above-mentioned target second are reduced Coefficient be also possible to it is equal, i.e., in total Wind load calculating formula of above-mentioned single-tube communication tower model, K₁=K₂, i.e. formula are as follows:

F=μ_s×D×H×W_k+μ_sp×A_pt×W_k×K₁+μ_a×A_a×n×W_k×K₁ (3)

In the case, due to only K in above-mentioned calculation formula (3)₁, therefore total wind load of single-tube communication tower model In the case where knowing, the corresponding K of each total wind load can be calculated in the first electronic equipment₁, therefore it is above-mentioned based on first wind The wind lotus of load collection, the wind load of second tower body, the wind load of the second tower body platform and second antenna of N root It carries, obtains the second reduction coefficient of the first reduction coefficient of target and target, may include: to calculate the first wind load to concentrate each total wind Corresponding first reduction coefficient of load, and generate third reduction coefficient collection；Based on third reduction coefficient collection, the first folding of target is determined Subtract coefficient (being also above-mentioned the second reduction coefficient of target).

Wherein, above-mentioned to be based on third reduction coefficient collection, it determines the first reduction coefficient of target, also may include: in the wind In the case that force parameter includes wind speed, is concentrated in the third reduction coefficient, determine at least two first reduction coefficients to be selected, and A reduction coefficient to be selected maximum in described at least two reduction coefficients to be selected is determined as one reduction coefficient of target, In, wind speed corresponding to a reduction coefficient to be selected is more than or equal to default wind speed；Alternatively, by the third reduction coefficient It concentrates the mean value of all reduction coefficients to be determined as described one reduction coefficient of target, etc., is not defined herein.

In the present embodiment, the communication of the single tube including N root antenna (i.e. the second antenna) is got in above-mentioned first electronic equipment After the second reduction coefficient of the first reduction coefficient of target and target of tower model, the second electronic equipment can be from the first electronic equipment The second reduction coefficient of the first reduction coefficient of target and target is got, and is reduced by the first reduction coefficient of target and target second Coefficient calculates total wind load of the single-tube communication tower including N root antenna (i.e. first antenna), it may be assumed that by the wind lotus of first tower body The sum of load, the first wind load and second wind load are determined as total wind load of the single-tube communication tower；Wherein, the first wind lotus It carries are as follows: the product of the wind load of the first tower body platform and first reduction coefficient of target；And second wind load Are as follows: the product of the wind load of the N root first antenna and first reduction coefficient of target.

Here, the first electronic equipment calculates single-tube communication tower by the first reduction coefficient of target and the second reduction coefficient of target Total wind load, it may be considered that there are the reductions of wind load, such as tower body between tower body and tower body platform, between tower body and antenna Between tower body platform, exist between tower body and antenna and mutually block the reduction for causing wind load, keeps the single tube being calculated logical Believe that total wind load of tower is more reasonable, promotes the calculating accuracy of total wind load of single-tube communication tower.

It should be noted that above-mentioned first electronic equipment can calculate single-tube communication tower by above-mentioned calculation formula (1) Total wind load is set as corresponding in single-tube communication tower that is, by the parameter of each component of single-tube communication tower model in calculation formula (1) The parameter of component, herein and without repeating.

Wherein, by above-mentioned calculation formula (1) it is found that the wind load of first tower body are as follows: the figure of first tower body The product of coefficient, tower body diameter, tower body height and wind pressure value；The wind load of the first tower body platform are as follows: first tower body The Shape Coefficient of platform, the first tower body platform keep out the wind the product of area and the wind pressure value；The wind load of the N root first antenna Are as follows: the product of the N, the Shape Coefficient of the wind pressure value and each first antenna, the area that keeps out the wind.

It should be noted that above-mentioned first electronic equipment can be and any above-mentioned target first reduction system can be calculated Several and above-mentioned the second reduction coefficient of target electronic equipments, and, above-mentioned second electronic equipment can be and any can calculate State the electronic equipment of total wind load of single-tube communication tower, and above-mentioned first electronic equipment and the second electronic equipment can be it is identical or The different electronic equipment of person, is not defined herein.

In addition, above-mentioned single-tube communication tower model can also include other component, for example, above-mentioned single-tube communication tower model also wraps Include guardrail etc.；In the case, during calculating single-tube communication tower model, it is also contemplated that screening of the other component to tower body Gear, the i.e. corresponding reduction coefficient of setting other component, and the reduction coefficient by being arranged is reduced the wind load of the component, Herein and without repeating.

In the embodiment of the present invention, by obtaining first wind load collection of the single-tube communication tower model in wind tunnel test, it is based on The first wind load collection, the wind load of second tower body, the wind load of the second tower body platform and the N root second day The wind load of line obtains the first reduction coefficient of target and the reduction of target second system of total wind load for calculating single-tube communication tower Number, so as to promote the accuracy for the total wind load for calculating single-tube communication tower.

Referring to fig. 4, be a kind of single-tube communication tower provided in an embodiment of the present invention Wind load calculating method process signal Figure, the single-tube communication tower include the first tower body, the first tower body platform and N root first antenna, and the N is positive integer, such as Fig. 4 institute Show, the above method includes the following steps:

Step 401 obtains the first reduction coefficient of target and the second reduction coefficient of target, wherein the target first is reduced Coefficient and the second reduction coefficient of the target are all larger than 0 and less than 1；

The sum of wind load, the first wind load and the second wind load of first tower body are determined as the list by step 402 Total wind load of pipe communication tower；

Optionally, the wind load of first tower body are as follows: Shape Coefficient, tower body diameter, the tower body of first tower body are high The product of degree and wind pressure value；

The wind load of the first tower body platform are as follows: the Shape Coefficient of the first tower body platform, the first tower body platform gear The product of wind area and the wind pressure value；

The wind load of the N root first antenna are as follows: the figure of the N, the wind pressure value and each first antenna The product of coefficient, the area that keeps out the wind.

It should be noted that embodiment of the present embodiment as the second electronic equipment corresponding with Fig. 3 embodiment of the method, I.e. the method for the present embodiment is executed by the second electronic equipment, therefore, may refer to the related description in above method embodiment, and It can achieve identical beneficial effect.In order to avoid repeated explanation, details are not described herein.

It is a kind of structural schematic diagram of the Wind load calculating device of single-tube communication tower provided in this embodiment, institute referring to Fig. 5 Stating single-tube communication tower includes the first tower body, the first tower body platform and N root first antenna, and the N is positive integer, as shown in figure 5, single The Wind load calculating device 500 of pipe communication tower includes:

Wind load collection obtains module 501, for obtaining first wind load collection of the single-tube communication tower model in wind tunnel test, Wherein, the first wind load collection includes at least two total wind loads tested under different wind-force parameters, single tube communication Single-tube communication tower model described in tower model includes the second antenna of the second tower body, the second tower body platform and N root；

Reduction coefficient computing module 502, for based on the first wind load collection, the wind load of second tower body, institute The wind load of the second tower body platform and the wind load of second antenna of N root are stated, the first reduction coefficient of target and target are obtained Two reduction coefficients；

Optionally, as shown in fig. 6, the reduction coefficient computing module 502, comprising:

Wind load collection acquiring unit 5021, for obtaining second wind load collection of the single-pipe tower model in wind tunnel test, In, the second wind load collection includes at least two total wind loads tested under different wind-force parameters, the single-pipe tower Model includes: third tower body and third tower body platform；

First reduction coefficient computing unit 5022, for the wind lotus based on the second wind load collection, the third tower body The wind load with the third tower body platform is carried, first reduction coefficient of target is obtained；

Second reduction coefficient computing unit 5023, for being based on first reduction coefficient of target, first wind load The wind load of collection, the wind load of the wind load of second tower body, the second tower body platform and second antenna of N root, obtains To second reduction coefficient of target.

Optionally, as shown in fig. 7, the first reduction coefficient computing unit 5022, comprising:

First reduction coefficient computation subunit 50221 concentrates each total wind load pair for calculating second wind load The first reduction coefficient answered obtains the first reduction coefficient collection, wherein second wind load concentrates each total wind load are as follows: institute State the sum of wind load and the third wind load of third tower body, the third wind load are as follows: the wind load of the third tower body platform With the product of corresponding first reduction coefficient；

First determines subelement 50222, for being based on the first reduction coefficient collection, determines the reduction of target first system Number.

Optionally, it described first determines subelement 50222, is specifically used for:

In the case where the wind-force parameter includes wind speed, first reduction coefficient concentrate, determine at least two to It selects the first reduction coefficient, and the first reduction coefficient to be selected maximum in described at least two reduction coefficients to be selected is determined as described The first reduction coefficient of target, wherein wind speed corresponding to the reduction coefficient to be selected is more than or equal to default wind speed；Alternatively,

The mean value of all first reduction coefficients is concentrated to be determined as the reduction of target first system first reduction coefficient Number.

Optionally, as shown in figure 8, the second reduction coefficient computing unit 5023, comprising:

Second reduction coefficient computation subunit 50231 concentrates each total wind load pair for calculating second wind load The second reduction coefficient answered obtains the second reduction coefficient collection, wherein second wind load concentrates each total wind load are as follows: institute The sum of the wind load, the 4th wind load and the 5th wind load of the second tower body are stated, the 4th wind load is flat for second tower body The product of the wind load of platform and first reduction coefficient of target, the 5th wind load are the wind lotus of second antenna of N root It carries and the product of corresponding reduction coefficient；

Second determines subelement 50232, for being based on the second reduction coefficient collection, determines the reduction of target first system Number.

Optionally, the wind-force parameter includes at least one in wind speed and direction angle.

It should be noted that the Wind load calculating device 500 of above-mentioned single-tube communication tower can be realized Fig. 3 and Fig. 4 of the present invention Each process that the first electronic equipment is realized in embodiment of the method, and reach identical beneficial effect, to avoid repeating, here It repeats no more.

It is a kind of structural schematic diagram of the Wind load calculating device of single-tube communication tower provided in this embodiment, institute referring to Fig. 9 Stating single-tube communication tower includes the first tower body, the first tower body platform and N root first antenna, and the N is positive integer, as shown in figure 9, single The Wind load calculating device 900 of pipe communication tower includes:

Reduction coefficient obtains module 901, for obtaining the second reduction coefficient of the first reduction coefficient of target and target, wherein First reduction coefficient of target and the second reduction coefficient of the target are all larger than 0 and less than 1；

Wind load calculating module 902, for by the wind load, the first wind load and the second wind load of first tower body it With the total wind load for being determined as the single-tube communication tower；

It should be noted that the Wind load calculating device 900 of above-mentioned single-tube communication tower can be realized Fig. 3 and Fig. 4 of the present invention Each process that the second electronic equipment is realized in embodiment of the method, and reach identical beneficial effect, to avoid repeating, here It repeats no more.

Referring to Figure 10, electronic equipment 1000 includes memory 1001, processor 1002 and is stored on memory 1001 simultaneously The computer program that can be run on processor 1002；Calculating of the electronic equipment 1000 for the wind load of single-tube communication tower, it is single Pipe communication tower includes the first tower body, the first tower body platform and N root first antenna, and the N is positive integer；

Processor 1002 is realized when executing described program:

In Figure 10, bus architecture may include the bus and bridge of any number of interconnection, specifically by 1002 generation of processor The various circuits for the memory that the one or more processors and memory 1001 of table represent link together.Bus architecture may be used also To link together various other circuits of such as peripheral equipment, voltage-stablizer and management circuit or the like, these are all It is known in the art, therefore, it will not be further described herein.Bus interface provides interface.Processor 1002 is negative Duty management bus architecture and common processing, memory 1001 can store the used number when executing operation of processor 1002 According to.

Optionally, processor 1002 also execute it is described based on the first wind load collection, second tower body wind load, The wind load of the wind load of the second tower body platform and second antenna of N root, obtains the first reduction coefficient of target and target Second reduction coefficient, comprising:

Optionally, processor 1002 also executes the wind load based on the second wind load collection, the third tower body With the wind load of the third tower body platform, first reduction coefficient of target is obtained, comprising:

Optionally, processor 1002 also executes described based on the first reduction coefficient collection, determines first folding of target Subtract coefficient, comprising:

Optionally, processor 1002 also execute it is described based on first reduction coefficient of target, the first wind load collection, The wind load of the wind load of second tower body, the wind load of the second tower body platform and second antenna of N root, obtains institute State the second reduction coefficient of target, comprising:

In addition, electronic equipment 1000 further includes some unshowned functional modules, details are not described herein.

Electronic equipment 1000 provided in an embodiment of the present invention can be realized the first electronics in the embodiment of the method for Fig. 3 and Fig. 4 Each process that equipment is realized, and reach identical beneficial effect, to avoid repeating, which is not described herein again.

Referring to Figure 11, electronic equipment 1100 includes memory 1101, processor 1102 and is stored on memory 1101 simultaneously The computer program that can be run on processor 1102；Calculating of the electronic equipment 1100 for the wind load of single-tube communication tower, it is single Pipe communication tower includes the first tower body, the first tower body platform and N root first antenna, and the N is positive integer；

Processor 1102 is realized when executing described program:

In Figure 11, bus architecture may include the bus and bridge of any number of interconnection, specifically by 1102 generation of processor The various circuits for the memory that the one or more processors and memory 1101 of table represent link together.Bus architecture may be used also To link together various other circuits of such as peripheral equipment, voltage-stablizer and management circuit or the like, these are all It is known in the art, therefore, it will not be further described herein.Bus interface provides interface.Processor 1102 is negative Duty management bus architecture and common processing, memory 1101 can store the used number when executing operation of processor 1102 According to.

In addition, electronic equipment 1100 further includes some unshowned functional modules, details are not described herein.

Electronic equipment 1100 provided in an embodiment of the present invention can be realized the second electronics in the embodiment of the method for Fig. 3 and Fig. 4 Each process that equipment is realized, and reach identical beneficial effect, to avoid repeating, which is not described herein again.

The embodiment of the present invention also provides a kind of computer readable storage medium, and meter is stored on computer readable storage medium Calculation machine program, the computer program realize the Wind load calculating side of single-tube communication tower in above-mentioned Fig. 3 and Fig. 4 when being executed by processor Each process of method embodiment, and identical technical effect can be reached, to avoid repeating, which is not described herein again.Wherein, described Computer readable storage medium, such as read-only memory (Read-Only Memory, abbreviation ROM), random access memory (Random Access Memory, abbreviation RAM), magnetic or disk etc..

It should be noted that, in this document, the terms "include", "comprise" or its any other variant are intended to non-row His property includes, so that the process, method, article or the device that include a series of elements not only include those elements, and And further include other elements that are not explicitly listed, or further include for this process, method, article or device institute it is intrinsic Element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that including being somebody's turn to do There is also other identical elements in the process, method of element, article or device.

Through the above description of the embodiments, those skilled in the art can be understood that above-described embodiment side Method can be realized by means of software and necessary general hardware platform, naturally it is also possible to by hardware, but in many cases The former is more preferably embodiment.Based on this understanding, the technical solution of the embodiment of the present invention is substantially in other words to existing The part that technology contributes can be embodied in the form of software products, which is stored in a storage In medium (such as ROM/RAM, magnetic disk, CD), including some instructions are used so that a terminal (can be mobile phone, computer, enterprise Industry end, air conditioner or network equipment etc.) execute method described in each embodiment of the embodiment of the present invention.

The above, the only specific embodiment of the embodiment of the present invention, but the protection scope of the embodiment of the present invention is not It is confined to this, anyone skilled in the art can think easily in the technical scope that the embodiment of the present invention discloses To change or replacement, should all cover within the protection scope of the embodiment of the present invention.Therefore, the protection scope of the embodiment of the present invention It should be subject to the protection scope in claims.

Claims

1. a kind of Wind load calculating method of single-tube communication tower, the single-tube communication tower includes the first tower body, the first tower body platform With N root first antenna, the N is positive integer, which is characterized in that the described method includes:

Obtain the first reduction coefficient of target and the second reduction coefficient of target, wherein first reduction coefficient of target and the mesh It marks the second reduction coefficient and is all larger than 0 and less than 1；

The sum of the wind load, the first wind load and the second wind load of first tower body are determined as the total of the single-tube communication tower Wind load；

Wherein, first wind load are as follows: the wind load of the first tower body platform multiplies with first reduction coefficient of target Product；And second wind load are as follows: the product of the wind load of the N root first antenna and first reduction coefficient of target.

2. the method according to claim 1, wherein the wind load of first tower body are as follows: first tower body Shape Coefficient, tower body diameter, tower body height and wind pressure value product；

The wind load of the first tower body platform are as follows: the Shape Coefficient of the first tower body platform, the first tower body platform wind deflector Long-pending and the wind pressure value product；

The wind load of the N root first antenna are as follows: the N, the wind pressure value and each first antenna Shape Coefficient, It keeps out the wind the product of area.

3. a kind of Wind load calculating method of single-tube communication tower, the single-tube communication tower includes the first tower body, the first tower body platform With N root first antenna, the N is positive integer characterized by comprising

Obtain first wind load collection of the single-tube communication tower model in wind tunnel test, wherein the first wind load collection is included in At least two total wind loads tested under different wind-force parameters, single-tube communication tower model described in single-tube communication tower model include The second antenna of second tower body, the second tower body platform and N root；

Based on the first wind load collection, the wind load of second tower body, the second tower body platform wind load and the N The wind load of the second antenna of root obtains the second reduction coefficient of the first reduction coefficient of target and target；

Wherein, first reduction coefficient of target and the second reduction coefficient of the target are for calculating the total of the single-tube communication tower Wind load, and total wind load of the single-tube communication tower are as follows: wind load, the first wind load and the second wind lotus of first tower body The sum of carry；First wind load are as follows: the product of the wind load of the first tower body platform and first reduction coefficient of target； Second wind load are as follows: the product of the wind load of the N root first antenna and first reduction coefficient of target.

4. according to the method described in claim 3, it is characterized in that, described be based on the first wind load collection, second tower The wind load of the wind load of body, the wind load of the second tower body platform and second antenna of N root obtains the reduction of target first The second reduction coefficient of coefficient and target, comprising:

Obtain second wind load collection of the single-pipe tower model in wind tunnel test, wherein the second wind load collection is included in difference The total wind load of at least two tested under wind-force parameter, the single-pipe tower model include: that third tower body and third tower body are flat Platform；

Wind load based on the second wind load collection, the wind load of the third tower body and the third tower body platform, obtains First reduction coefficient of target；

Based on first reduction coefficient of target, the first wind load collection, the wind load of second tower body, second tower The wind load of the wind load of body platform and second antenna of N root obtains second reduction coefficient of target.

5. according to the method described in claim 4, it is characterized in that, described be based on the second wind load collection, the third tower The wind load of the wind load of body and the third tower body platform obtains first reduction coefficient of target, comprising:

It calculates second wind load and concentrates corresponding first reduction coefficient of each total wind load, obtain the first reduction coefficient collection, Wherein, second wind load concentrates each total wind load are as follows: the sum of wind load and third wind load of the third tower body, institute State third wind load are as follows: the product of the wind load of the third tower body platform and corresponding first reduction coefficient；

6. according to the method described in claim 5, it is characterized in that, it is described be based on the first reduction coefficient collection, determine described in The first reduction coefficient of target, comprising:

It in the case where the wind-force parameter includes wind speed, is concentrated in first reduction coefficient, determines at least two to be selected the One reduction coefficient, and the first reduction coefficient to be selected maximum in described at least two reduction coefficients to be selected is determined as the target First reduction coefficient, wherein wind speed corresponding to the reduction coefficient to be selected is more than or equal to default wind speed；Alternatively,

The mean value of all first reduction coefficients is concentrated to be determined as first reduction coefficient of target first reduction coefficient.

7. according to the method described in claim 4, it is characterized in that, it is described based on first reduction coefficient of target, described the One wind load collection, the wind load of second tower body, the wind load of the second tower body platform and second antenna of N root wind Load obtains second reduction coefficient of target, comprising:

It calculates second wind load and concentrates corresponding second reduction coefficient of each total wind load, obtain the second reduction coefficient collection, Wherein, second wind load concentrates each total wind load are as follows: wind load, the 4th wind load and the tendencies of second tower body The sum of load, the 4th wind load are the wind load of the second tower body platform and multiplying for first reduction coefficient of target Product, the 5th wind load are wind load and the product of corresponding reduction coefficient of second antenna of N root；

8. according to the method described in claim 3, it is characterized in that, the wind-force parameter include in wind speed and direction angle extremely One item missing.

9. a kind of Wind load calculating device of single-tube communication tower, the single-tube communication tower includes the first tower body, the first tower body platform With N root first antenna, the N is positive integer, which is characterized in that device includes:

Reduction coefficient obtains module, for obtaining the second reduction coefficient of the first reduction coefficient of target and target, wherein the target First reduction coefficient and the second reduction coefficient of the target are all larger than 0 and less than 1；

Wind load calculating module, for determining the sum of wind load, the first wind load and the second wind load of first tower body For total wind load of the single-tube communication tower；

10. device according to claim 9, which is characterized in that the wind load of first tower body are as follows: first tower body Shape Coefficient, tower body diameter, tower body height and wind pressure value product；

11. a kind of Wind load calculating device of single-tube communication tower, the single-tube communication tower includes the first tower body, the first tower body platform With N root first antenna, the N is positive integer, which is characterized in that device includes:

Wind load collection obtains module, for obtaining first wind load collection of the single-tube communication tower model in wind tunnel test, wherein institute Stating the first wind load collection includes at least two total wind loads tested under different wind-force parameters, single-tube communication tower model Stating single-tube communication tower model includes the second antenna of the second tower body, the second tower body platform and N root；

Reduction coefficient computing module, for wind load, second tower based on the first wind load collection, second tower body The wind load of the wind load of body platform and second antenna of N root obtains the first reduction coefficient of target and the reduction of target second system Number；

12. device according to claim 11, which is characterized in that the reduction coefficient computing module, comprising:

Wind load collection acquiring unit, for obtaining second wind load collection of the single-pipe tower model in wind tunnel test, wherein described Two wind load collection include at least two total wind loads tested under different wind-force parameters, and the single-pipe tower model includes: Third tower body and third tower body platform；

First reduction coefficient computing unit, for wind load based on the second wind load collection, the third tower body and described The wind load of third tower body platform obtains first reduction coefficient of target；

Second reduction coefficient computing unit, for based on first reduction coefficient of target, the first wind load collection, described the The wind load of the wind load of two tower bodies, the wind load of the second tower body platform and second antenna of N root, obtains the target Second reduction coefficient.

13. device according to claim 12, which is characterized in that the first reduction coefficient computing unit, comprising:

First reduction coefficient computation subunit concentrates corresponding first folding of each total wind load for calculating second wind load Subtract coefficient, obtain the first reduction coefficient collection, wherein second wind load concentrates each total wind load are as follows: the third tower body Wind load and the sum of third wind load, the third wind load are as follows: the wind load of the third tower body platform and corresponding The product of one reduction coefficient；

First determines subelement, for being based on the first reduction coefficient collection, determines first reduction coefficient of target.

14. device according to claim 13, which is characterized in that described first determines subelement, is specifically used for:

15. device according to claim 12, which is characterized in that the second reduction coefficient computing unit, comprising:

Second reduction coefficient computation subunit concentrates corresponding second folding of each total wind load for calculating second wind load Subtract coefficient, obtain the second reduction coefficient collection, wherein second wind load concentrates each total wind load are as follows: second tower body The sum of wind load, the 4th wind load and the 5th wind load, the 4th wind load is the wind load of the second tower body platform With the product of first reduction coefficient of target, the 5th wind load be second antenna of N root wind load with it is corresponding The product of reduction coefficient；

Second determines subelement, for being based on the second reduction coefficient collection, determines first reduction coefficient of target.

16. device according to claim 11, which is characterized in that the wind-force parameter includes in wind speed and direction angle At least one of.

17. a kind of electronic equipment, which is characterized in that including processor, memory and be stored on the memory and can be in institute The computer program run on processor is stated, such as claims 1 or 2 is realized when the computer program is executed by the processor The step of Wind load calculating method of the single-tube communication tower.

18. a kind of electronic equipment, which is characterized in that including processor, memory and be stored on the memory and can be in institute The computer program run on processor is stated, such as claim 3 to 8 is realized when the computer program is executed by the processor Any one of described in single-tube communication tower Wind load calculating method the step of.

19. a kind of computer readable storage medium, which is characterized in that be stored with computer on the computer readable storage medium Program is realized when the computer program is executed by processor such as single-tube communication tower described in any item of the claim 1 to 8 The step of Wind load calculating method.