High-pile wharf design method and device, electronic equipment and computer storage medium

Abstract

The invention relates to a high-pile wharf design method and device, electronic equipment and a computer storage medium, and belongs to the technical field of engineering designing.The high-pile wharf design method comprises the steps that fixed parameters and variable parameters in high-pile wharf design are obtained; obtaining a variable parameter range of the variable parameter, adjusting a variable parameter value according to a preset step length in the variable parameter range, and determining a target variable parameter value, so that the target variable parameter value and the fixed parameter meet preset design requirements; and determining a design scheme of the high-pile wharf based on the target variable parameter value and the fixed parameter value. According to the method, manual calculation is not needed, the design time is greatly saved, all possible wharf design schemes can be rapidly calculated at a time, the wharf design efficiency is improved, and more selection schemes are provided for wharf construction.

Description

Technical Field

[0001] The present invention relates to the technical field of engineering design, and in particular to a high-pile wharf design method, device, electronic equipment and computer storage medium. Background Art

[0002] High-pile wharf is the most widely used type of wharf structure in port engineering. A high-pile wharf is composed of several structural segments of equal or unequal lengths. Each structural segment is composed of several equally spaced racks and cantilevers on both sides. The length of a single structural segment is limited within a certain range due to the performance of concrete.

[0003] Due to the particularity of the wharf structure, it is necessary to accurately calculate the number of racks in each structural section to ensure that the final wharf length is consistent with the designed length. In the prior art, designers use trial calculations to divide the lengths of the structural sections. During trial calculations, they often need to adjust parameters such as the number of racks and cantilever length of certain structural sections, which is inefficient. When the trial calculation results deviate greatly, it is difficult for designers to determine which parameters to adjust first in order to quickly approach or obtain the correct results. Moreover, multiple trial calculations can only produce one result, and it is difficult to obtain a combination of all suitable results. When the trial calculation rack spacing cannot arithmetically make up the wharf length, designers cannot predict whether there is an accurate design method, which consumes a lot of trial calculation time.

[0004] It can be seen that the prior art adopts manual calculation for the design of high-pile docks, which consumes a lot of time and cannot obtain all suitable design solutions, which is not conducive to dock construction. Summary of the invention

[0005] In view of this, it is necessary to provide a high-pile wharf design method, device, electronic equipment and computer storage medium to solve the problem that the design of high-pile wharf in the prior art adopts manual calculation, which consumes a lot of time and cannot obtain all suitable design solutions, which is not conducive to wharf construction.

[0006] In order to solve the above problems, the present invention provides a high-pile wharf design method, comprising: Obtain fixed and variable parameters in the design of high-pile wharf; Obtaining a variable parameter range of the variable parameter, adjusting the variable parameter value within the variable parameter range according to a preset step size, and determining a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; A design scheme for a high-pile wharf is determined based on the target variable parameter value and the fixed parameter value.

[0007] In a possible implementation manner, the step of obtaining fixed parameters in the design of a high-pile wharf includes: Obtain the length of the high-pile pier, number of structural segments, rack spacing, and structural joint width input by the user.

[0008] In a possible implementation manner, obtaining the variable parameter range of the variable parameter includes: Obtain the end cantilever length ranges at both ends of the wharf and the middle cantilever length range of the middle structure section input by the user; Define variable parameters B and b, define intermediate variable C, and let ,in , b is the middle cantilever length of the middle structural section, and , is the range of the middle cantilever length of the middle structure section, B is the end cantilever length at both ends of the pier, and , It is the range of the end cantilever lengths at both ends of the pier.

[0009] In a possible implementation, the adjusting the variable parameter value according to a preset step size within the variable parameter range and determining the target variable parameter value so that the target variable parameter value and the fixed parameter meet the preset design requirements include: According to the preset step size, the end cantilever length is adjusted within the end cantilever length range, the intermediate variable value is adjusted within the intermediate variable range, and all combinations of end cantilever lengths and intermediate variable values ​​that meet the preset design requirements are determined, wherein the preset design requirements are The remainder of the rack spacing s is 0, where is the target intermediate variable value, is the cantilever length at the target end.

[0010] In a possible implementation, determining a design scheme of a high-pile wharf based on the target variable parameter value and the fixed parameter value includes: calculate The quotient m of the above equation is used as the number of rack spacings in the high-pile wharf; Calculate the quotient of the number of rack spacings in the high-pile wharf divided by the number of structural segments. and remainder , based on the business and remainder The number of first type structural segments, the number of bays in the first type structural segments, the number of second type structural segments, and the number of bays in the second type structural segments are determined.

[0011] In a possible implementation manner, the business-based and remainder Determining the number of first-type structural segments, the number of bents in the first-type structural segments, the number of second-type structural segments, and the number of bents in the second-type structural segments includes: Determine the number of first type structural segments as , the number of racks in the first type of structural segment is ; Determine the number of the second type of structural segments as , the number of racks in the second type of structural segment is .

[0012] In a possible implementation manner, the intermediate cantilever length is .

[0013] The present invention also provides a high-pile wharf design device, comprising: Fixed parameter acquisition module, used to obtain fixed parameters and variable parameters in high-pile wharf design; A parameter adjustment module, used to obtain a variable parameter range of the variable parameter, adjust the variable parameter value within the variable parameter range according to a preset step size, and determine a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; The wharf design module is used to determine a design scheme of the high-pile wharf based on the target variable parameter value and the fixed parameter value.

[0014] The present invention also provides an electronic device, comprising a memory and a processor, wherein: The memory is used to store programs; The processor is coupled to the memory and is used to execute the program stored in the memory to implement the steps in the high-pile wharf design method described in any of the above embodiments.

[0015] The present invention also provides a computer-readable storage medium for storing a computer-readable program or instruction, which, when executed by a processor, can implement the steps in the high-pile wharf design method described in any of the above embodiments.

[0016] The beneficial effects of the present invention are as follows: the high-pile wharf design method provided by the present invention obtains the fixed parameters and variable parameters of the high-pile wharf and sets the variable parameter range. Within the variable parameter range, all variable parameters are adjusted according to preset compensation, and all possible target variable parameter values ​​are finally determined according to preset design requirements. The design scheme of the high-pile wharf is determined based on the fixed parameters and the target variable parameter values, without the need for manual calculation, which greatly saves design time, and can quickly calculate all possible wharf design schemes at one time, thereby improving wharf design efficiency and providing more options for wharf construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following briefly introduces the drawings required for use in the description of the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative work.

[0018] FIG1 is a schematic diagram of a flow chart of a high-pile wharf design method provided by an embodiment of the present invention; Figure 2 A schematic diagram of a high-pile wharf structure provided by an embodiment of the present invention; Figure 3 A high-pile wharf design flow chart provided by an embodiment of the present invention; Figure 4 A schematic diagram of a high-pile wharf design interface provided by an embodiment of the present invention; Figure 5 A schematic diagram of the structure of a high-pile wharf design device provided by an embodiment of the present invention; Figure 6 A schematic diagram of the structure of an electronic device provided by an embodiment of the present invention. DETAILED DESCRIPTION

[0019] The preferred embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings, wherein the accompanying drawings constitute a part of the present invention and are used together with the embodiments of the present invention to illustrate the principles of the present invention, but are not used to limit the scope of the present invention.

[0020] The descriptions of "first", "second", etc. involved in the embodiments of the present invention are only for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of the indicated technical features. Therefore, the technical features defined as "first" and "second" may explicitly or implicitly include at least one of the features.

[0021] Reference to an "embodiment" herein means that a particular feature, structure, or characteristic described in conjunction with the embodiment may be included in at least one embodiment of the present invention. The appearance of the phrase in various places in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment that is mutually exclusive with other embodiments. It is explicitly and implicitly understood by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0022] A specific embodiment of the present invention, as Figure 1 As shown, a high-pile wharf design method is disclosed, comprising: S101, obtaining fixed parameters and variable parameters in the design of high-pile wharf; S102, obtaining a variable parameter range of the variable parameter, adjusting the variable parameter value within the variable parameter range according to a preset step size, and determining a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; S103, determining a design scheme for the high-pile wharf based on the target variable parameter value and the fixed parameter value.

[0023] In the embodiment of the present invention, the high-pile wharf is composed of a plurality of structural segments of equal or unequal lengths, each structural segment is composed of a plurality of equally spaced bent frames and cantilevers on both sides, and each structural segment is limited by material properties, and the length is generally between 50 meters and 90 meters, and the overall length of the high-pile wharf is generally a fixed integer between 130 meters and 1000 meters. Based on this, when designing the high-pile wharf, because the wharf length is a fixed integer, the length of each structural segment must be strictly equal to the integer after being accumulated, and the bent frame spacing of each structural segment of the wharf is generally between 6 The length of each structural section of the wharf should be between meters and 10 meters, the spacing between the racks of the entire wharf should be consistent, the lengths of each structural section of the wharf should not differ too much, the number of types of structural sections should be controlled within 2 to 3, and except for the end cantilevers at the head and tail ends of the wharf, the lengths of the intermediate cantilevers of each other structural section should be as consistent as possible. Due to the above-mentioned various requirements, it is difficult to manually calculate the lengths of each structural section of the high-pile wharf and the number of racks. Based on this, the high-pile wharf design method provided by the present invention mainly performs automatic calculation on the lengths of each structural section of the high-pile wharf and the number of racks to obtain all design results that meet the design requirements.

[0024] In the embodiment of the present invention, in the design of the high-pile wharf, there will be fixed parameters, which are the basic parameters of the high-pile wharf, determined by the designer himself, and the fixed parameters include the length L of the high-pile wharf, the number of structural segments N, the spacing between the racks s and the width e of the structural seam. Specifically, the method of obtaining the fixed parameters can be to receive the length L of the high-pile wharf, the number of structural segments N, the spacing between the racks s and the width e of the structural seam input by the user through the human-computer interaction device. Variable parameters refer to the variables that need to be solved in the design of the high-pile wharf. In order to ensure the accuracy of the calculation results, the variable parameters should not be simply set to the length of each structural segment and the number of racks. The setting of the variable parameters will be described in detail later in the present invention. After determining the variable parameters, it is necessary to limit the range of the variable parameters. The range of the variable parameters is determined by the designer according to the actual situation and is an accurate range. It should be noted that the variable parameters are generally multiple, so it is necessary to set a corresponding range for each variable parameter, and then adjust the values ​​of each variable parameter according to the preset compensation within the range of the variable parameters, and find all target variable parameter values ​​that meet the preset design requirements. The preset design requirements will be described later in the present invention.

[0025] Furthermore, based on all the obtained target variable parameter values ​​and fixed parameter values, the length of each structural segment in the high-pile wharf and the number of bents in each structural segment can be calculated, and various design methods for high-pile wharfs can be obtained.

[0026] The high-pile wharf design method provided by the present invention obtains fixed parameters of the high-pile wharf and sets a variable parameter range. Within the variable parameter range, all variable parameters are adjusted according to preset compensation, and all possible target variable parameter values ​​are finally determined according to preset design requirements. The design scheme of the high-pile wharf is determined based on the fixed parameters and the target variable parameter values. Manual calculation is not required, which greatly saves design time. All possible wharf design schemes can be quickly calculated at one time, thereby improving wharf design efficiency and providing more options for wharf construction.

[0027] As a possible implementation of the present invention, in this implementation, setting the variable parameter range includes: Obtain the end cantilever length range at both ends of the pier and the middle cantilever length range of the middle structure section input by the user.

[0028] Define variable parameters B and b, define intermediate variable C, and let ,in , b is the middle cantilever length of the middle structural section, and , is the range of the middle cantilever length of the middle structure section, B is the end cantilever length at both ends of the pier, and , It is the range of the end cantilever lengths at both ends of the pier.

[0029] In the embodiment of the present invention, although the final design result is the length of each structural segment and the number of racks, since each structural segment has multiple racks, and each structural segment has an end cantilever and an intermediate cantilever, and the length of each structural segment can be determined according to the length of the end cantilever and the intermediate cantilever, and then the number of racks in each structural segment can be determined, therefore, the variable parameter can be set to the length b of the intermediate cantilever of the intermediate structural segment, and , the end cantilever length B at both ends of the pier, and , further, to facilitate calculation, we can define an additional intermediate variable C, let ,in , it can be obtained through the calculation formula of C, C is the spacing of the racks on both sides of the structural joint, combined with Figure 2 , all structures of the high-pile wharf can be determined, including the end structure section-1, the middle structure section-2, the frame-3, the wharf length-L, the frame spacing-s, the end cantilever length-B, the middle cantilever length-b, the structural joint width-e, and the spacing of the frames on both sides of the structural joint-C.

[0030] In the embodiment of the present invention, by taking the end cantilever length, the middle cantilever length and the spacing between the bent frames on both sides of the structural joint as variable parameters, a design scheme of the high-pile wharf can be solved more specifically.

[0031] As a possible implementation mode of the present invention, in this implementation mode, the variable parameter value is adjusted according to a preset step size within the variable parameter range, and the target variable parameter value is determined so that the target variable parameter value and the fixed parameter meet the preset design requirements, including: According to the preset step size, the end cantilever length is adjusted within the end cantilever length range, the intermediate variable value is adjusted within the intermediate variable range, and all combinations of end cantilever lengths and intermediate variable values ​​that meet the preset design requirements are determined, where the preset design requirements are The remainder of the rack spacing s is 0, where is the target intermediate variable value, is the cantilever length at the target end.

[0032] In the embodiment of the present invention, the preset step length can be determined according to the design accuracy of the high-pile wharf, such as 1 mm. With 1 mm as the step length, the end cantilever length is sequentially increased within the end cantilever length range, and the length of the spacing between the bent frames on both sides of the structural joint is sequentially increased within the spacing range of the bent frames on both sides of the structural joint. It is calculated whether the end cantilever length value and the spacing value of the bent frames on both sides of the structural joint meet the preset design requirements. The design requirements are The remainder of the rack spacing s is 0, where is the spacing between the bents on both sides of the target structural joint, is the cantilever length at the target end.

[0033] Furthermore, the design scheme of the high-pile wharf is determined based on the target variable parameter value and the fixed parameter value, including: calculate Business m ,Will m As the number of rack spacings in high-pile docks; Calculate the quotient of the number of rack spacings in the high-pile wharf divided by the number of structural segments. and remainder , based on business and remainder The number of first type structural segments, the number of bays in the first type structural segments, the number of second type structural segments, and the number of bays in the second type structural segments are determined.

[0034] Specifically, the number of the first type of structural segments is determined as , the number of racks in the first type of structural segment is ; Determine the number of second type structural segments as , the number of racks in the second type of structural segment is .

[0035] Determine the length of the intermediate cantilever as .

[0036] In the embodiment of the present invention, Figure 3 As shown, it is a flow chart of the high-pile wharf method provided by the present invention, including various parameters defining the length of the high-pile wharf, namely, the wharf length L , number of structure segments N , rack spacing s , the end cantilever length at both ends of the pier B , the length of the middle cantilever of the middle structural section b , the width of the structural joint between each structural segment e ; Length of high-pile pier L is a known number, the number of structural segments N , rack spacing s , Structural joint width e The four values ​​are input by the user before calculation. B , Length of cantilever in the middle of the wharf b The two values ​​are defined as the number of variables to be solved. The user specifies an interval range for these two values. , , in the subsequent computer solution, a loop trial calculation is performed within this range to define the intermediate variables C ,make ,in ,pass C The calculation formula can be obtained, C The spacing between the racks on both sides of the structural joint is in millimeter steps and is repeated at the same time. B , C , so that L-(N-1)×C-2 ×B Spacing between racks s Take the remainder. When the remainder is 0, it is considered that the combination meets the wharf length requirement. The quotient of the division formula is the total number of rack spacings at the wharf. m , record the above numbers respectively, the above value m divided by the number of structural segments N , the quotient of the division is , the remainder is recorded as m2, then the wharf structure section can be divided into two types: the first type of structure section, a total of Each structure segment has The second type of structural segment has a total of Each structure segment has Furthermore, the length of the intermediate cantilever can be obtained Based on the above calculation, we can find the length of the two structural sections plus the end cantilever B and the middle cantilever lengthb , forming the two end structural sections of the wharf; the remaining structural sections plus the length of the two intermediate cantilevers b The intermediate structure segment is formed, and the automatic calculation of the high-pile wharf structure segment is completed. For the convenience of explanation, a specific embodiment is taken as an example. Figure 4 As shown in the figure, taking the wharf length L=680m, the user inputs the frame spacing s=8m, and the number of structural segments N=9 as an example, the structural joint frame spacing range is set to 3.6m~4.5m, and the end cantilever length range is 1.5m~2.5m. Three design schemes are calculated. In design scheme 1, the total number of frames is 90, the structural joint frame spacing is 3.6m, the end cantilever length is 1.6m, and the standard span number is 81; in design scheme 2, the total number of frames is 89, the structural joint frame spacing is 4.45m, the end cantilever length is 2.2m, and the standard span number is 80; in design scheme 3, the total number of frames is 89, the structural joint frame spacing is 4.5m, the end cantilever length is 2m, and the standard span number is 80. The above three design schemes are verified as follows: Design 1: Pier length: L =680 m, rack spacing: s =8 m, number of structural segments: N =9, specify the width of the structural seam e =0.03m, spacing between the racks on both sides of the structural joint: C =3.6 m, end cantilever length: B =1.6 m, then the length of the middle cantilever is: b =( C - e ) / 2=(3.6-0.03) / 2=1.785 m Total rack spacing number: m = Standard span number = 81, m / N =81 / 9=9, the quotient is 9, the remainder is 0, then: the first type of structural segment is 0; the second type of structural segment is 9 (the 1st to 9th structural segments), and the number of structural segment racks is 10. Let the first structural segment be the first structural segment, and its length is: L (first) = 9 × 8 + 1.6 + 1.785 = 75.385m; Let the 2nd to 8th structural segments be the middle structural segments, and their lengths are: L (middle) = 9×8+1.785+1.785=75.57m; Let the 9th structure segment be the tail structure segment, and its length is: L (tail) = 9×8+1.6+1.785=75.385m; Further, the pier length is: L = L (First)+7× L (Medium)+ L (tail)+8×e=75.385+7×75.57+75.385+8×0.03=680.00 m.

[0037] Design 2: Pier length: L =680 m, rack spacing: s =8 m, number of structural segments: N =9, specify the width of the structural seam e =0.03m, spacing between the racks on both sides of the structural joint: C =4.45 m, end cantilever length: B =2.2 m, then the length of the middle cantilever is: b =( C - e ) / 2=(4.45-0.03) / 2=2.21 m Total rack spacing number: m = Standard span number = 80, m / N =80 / 9=9, the quotient is 8, and the remainder is 8, then: there are 8 first-type structural segments (the 1st to 8th structural segments) and the number of structural segment racks is 10; there is 1 second-type structural segment (the 9th structural segment) and the number of structural segment racks is 9. Let the first structural segment be the first structural segment, and its length is: L (first) = 9 × 8 + 2.2 + 2.21 = 76.41m; Let the 2nd to 8th structural segments be the middle structural segments, and their lengths are: L (middle)=9×8+2.21+2.21=76.42m; Let the 9th structure segment be the tail structure segment, and its length is: L (tail) = 8×8+2.2+2.21=68.41m; Further, the pier length is: L = L (First)+7× L (Medium)+ L (tail)+8×e=76.41+7×76.42+68.41+8×0.03=680.00 m.

[0038] Design 3: Pier length: L =680 m, rack spacing: s=8 m, number of structural segments: N =9, specify the width of the structural seam e =0.03m, spacing between the racks on both sides of the structural joint: C =4.5 m, end cantilever length: B =2 m, then the length of the middle cantilever is: b =( C - e ) / 2=(4.5-0.03) / 2=2.235 m Total rack spacing number: m = Standard span number = 80, m / N =80 / 9=9, the quotient is 8, and the remainder is 8, then: there are 8 first-type structural segments (the 1st to 8th structural segments) and the number of structural segment racks is 10; there is 1 second-type structural segment (the 9th structural segment) and the number of structural segment racks is 9. Let the first structural segment be the first structural segment, and its length is: L (first) = 9 × 8 + 2.0 + 2.235 = 76.235m; Let the 2nd to 8th structural segments be the middle structural segments, and their lengths are: L (middle) = 9×8+2.235+2.235=76.47m; Let the 9th structure segment be the tail structure segment, and its length is: L (tail) = 8×8+2.0+2.235=68.235m; Further, the pier length is: L = L (First)+7× L (Medium)+ L (tail)+8×e=76.235+7×76.47+68.235+8×0.03=680.00 m.

[0039] In summary, the three calculated design schemes can all be used in the design of high-pile wharfs.

[0040] In order to better implement the high-pile wharf design method in the embodiment of the present invention, based on the high-pile wharf design method, correspondingly, Figure 5 As shown, the embodiment of the present invention further provides a high-pile wharf design device, and the high-pile wharf design device 500 includes: A fixed parameter acquisition module 501 is used to acquire fixed parameters and variable parameters in the design of high-pile wharf; The parameter adjustment module 502 is used to obtain a variable parameter range of the variable parameter, adjust the variable parameter value within the variable parameter range according to a preset step size, and determine a target variable parameter value so that the target variable parameter value and the fixed parameter meet the preset design requirements; The wharf design module 503 is used to determine the design scheme of the high-pile wharf based on the target variable parameter value and the fixed parameter value.

[0041] The high-pile wharf design device 500 provided in the above embodiment can implement the technical solution described in the above embodiment of the high-pile wharf design method. The specific implementation principles of the above modules or units can refer to the corresponding contents in the above embodiment of the high-pile wharf design method, which will not be repeated here.

[0042] The high-pile wharf design device provided by the present invention obtains fixed parameters of the high-pile wharf and sets a variable parameter range. Within the variable parameter range, all variable parameters are adjusted according to preset compensation, and all possible target variable parameter values ​​are finally determined according to preset design requirements. The design scheme of the high-pile wharf is determined based on the fixed parameters and the target variable parameter values. Manual calculation is not required, which greatly saves design time. All possible wharf design schemes can be quickly calculated at one time, thereby improving wharf design efficiency and providing more options for wharf construction.

[0043] like Figure 6 As shown, the present invention also provides an electronic device 600. The electronic device 600 includes a processor 601, a memory 602 and a display 603. Figure 6 Only some components of the electronic device 600 are shown, but it should be understood that it is not required to implement all of the components shown, and more or fewer components may be implemented instead.

[0044] In some embodiments, the processor 601 may be a central processing unit (CPU), a microprocessor or other data processing chip, and is used to run program codes or process data stored in the memory 602, such as the high-pile wharf design method of the present invention.

[0045] In some embodiments, the processor 601 may be a single server or a server group. The server group may be centralized or distributed. In some embodiments, the processor 601 may be local or remote. In some embodiments, the processor 601 may be implemented in a cloud platform. In one embodiment, the cloud platform may include a private cloud, a public cloud, a hybrid cloud, a community cloud, a distributed cloud, an internal cloud, a multi-cloud, etc., or any combination thereof.

[0046] In some embodiments, the memory 602 may be an internal storage unit of the electronic device 600, such as a hard disk or memory of the electronic device 600. In other embodiments, the memory 602 may also be an external storage device of the electronic device 600, such as a plug-in hard disk, a smart media card (SMC), a secure digital (SD) card, a flash card, etc., equipped on the electronic device 600.

[0047] Furthermore, the memory 602 may include both an internal storage unit of the electronic device 600 and an external storage device. The memory 602 is used to store application software installed in the electronic device 600 and various data.

[0048] In some embodiments, the display 603 may be an LED display, a liquid crystal display, a touch-sensitive liquid crystal display, an OLED (Organic Light-Emitting Diode) touch device, etc. The display 603 is used to display information of the electronic device 600 and to display a visual user interface. The components 601-603 of the electronic device 600 communicate with each other through a system bus.

[0049] In some embodiments, when the processor 601 executes the high-pile dock design program in the memory 602, the following steps may be implemented: Obtain fixed and variable parameters in the design of high-pile wharf; Obtaining a variable parameter range of the variable parameter, adjusting the variable parameter value within the variable parameter range according to a preset step size, and determining a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; The design scheme of the high-pile wharf is determined based on the target variable parameter values ​​and fixed parameter values.

[0050] It should be understood that: when the processor 601 executes the high-pile wharf design program in the memory 602, in addition to the above functions, other functions may also be implemented, and details may refer to the description of the corresponding method embodiments above.

[0051] Furthermore, the embodiment of the present invention does not specifically limit the type of the electronic device 600 mentioned, and the electronic device 600 may be a portable electronic device such as a mobile phone, a tablet computer, a personal digital assistant (PDA), a wearable device, a laptop computer, etc. Exemplary embodiments of portable electronic devices include but are not limited to portable electronic devices equipped with IOS, Android, Microsoft or other operating systems. The above-mentioned portable electronic devices may also be other portable electronic devices, such as a laptop computer with a touch-sensitive surface (e.g., a touch panel). It should also be understood that in some other embodiments of the present invention, the electronic device 600 may not be a portable electronic device, but a desktop computer with a touch-sensitive surface (e.g., a touch panel).

[0052] Accordingly, an embodiment of the present invention further provides a computer-readable storage medium, which is used to store computer-readable programs or instructions. When the program or instructions are executed by a processor, the steps or functions in the high-pile wharf design method provided by the above-mentioned method embodiments can be implemented.

[0053] Those skilled in the art can understand that all or part of the processes of the above-mentioned embodiments can be implemented by instructing related hardware through a computer program, and the program can be stored in a computer-readable storage medium, wherein the computer-readable storage medium is a disk, an optical disk, a read-only storage memory, or a random access memory, etc.

[0054] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be easily conceived by any technician familiar with the technical field within the technical scope disclosed by the present invention should be covered within the protection scope of the present invention.

Claims

1. A method for designing a high-pile wharf, characterized in that: include: Obtain fixed and variable parameters in the design of high-pile wharf; Obtaining a variable parameter range of the variable parameter, adjusting the variable parameter value within the variable parameter range according to a preset step size, and determining a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; A design scheme for a high-pile wharf is determined based on the target variable parameter value and the fixed parameter value.

2. The high-pile wharf design method according to claim 1, characterized in that: The method of obtaining fixed parameters in the design of high-pile wharf includes: Obtain the length of the high-pile pier, number of structural segments, rack spacing, and structural joint width input by the user.

3. The high-pile wharf design method according to claim 2, characterized in that: The obtaining of the variable parameter range of the variable parameter includes: Obtain the end cantilever length ranges at both ends of the wharf and the middle cantilever length range of the middle structure section input by the user; Define variable parameters B and b, define intermediate variable C, and let ,in , b is the middle cantilever length of the middle structural section, and , is the range of the middle cantilever length of the middle structure section, B is the end cantilever length at both ends of the pier, and , It is the range of the end cantilever lengths at both ends of the pier.

4. The high-pile wharf design method according to claim 3, characterized in that: The step of adjusting the variable parameter value within the variable parameter range according to a preset step size and determining the target variable parameter value so that the target variable parameter value and the fixed parameter meet the preset design requirement adjustment includes: According to the preset step size, the end cantilever length is adjusted within the end cantilever length range, the intermediate variable value is adjusted within the intermediate variable range, and all combinations of end cantilever lengths and intermediate variable values ​​that meet the preset design requirements are determined, wherein the preset design requirements are The remainder of the rack spacing s is 0, where is the target intermediate variable value, is the cantilever length at the target end.

5. The high-pile wharf design method according to claim 4, characterized in that: The step of determining a design scheme for a high-pile wharf based on the target variable parameter value and the fixed parameter value includes: calculate The quotient m of the above equation is used as the number of rack spacings in the high-pile wharf; Calculate the quotient of the number of rack spacings in the high-pile wharf divided by the number of structural segments. and remainder , based on the business and remainder The number of first type structural segments, the number of bays in the first type structural segments, the number of second type structural segments, and the number of bays in the second type structural segments are determined.

6. The high-pile wharf design method according to claim 5, characterized in that: Based on the business and remainder Determining the number of first-type structural segments, the number of bents in the first-type structural segments, the number of second-type structural segments, and the number of bents in the second-type structural segments includes: Determine the number of first type structural segments as , the number of racks in the first type of structural segment is ; Determine the number of the second type of structural segments as , the number of racks in the second type of structural segment is .

7. The high-pile wharf design method according to claim 4, characterized in that: The intermediate cantilever length is .

8. A high-pile wharf design device, characterized in that: include: Fixed parameter acquisition module, used to obtain fixed parameters and variable parameters in high-pile wharf design; A parameter adjustment module, used to obtain a variable parameter range of the variable parameter, adjust the variable parameter value within the variable parameter range according to a preset step size, and determine a target variable parameter value so that the target variable parameter value and the fixed parameter meet a preset design requirement; The wharf design module is used to determine a design scheme of the high-pile wharf based on the target variable parameter value and the fixed parameter value.

9. An electronic device, characterized in that: comprising a memory and a processor, wherein: The memory is used to store programs; The processor is coupled to the memory and is used to execute the program stored in the memory to implement the steps in the high-pile wharf design method described in any one of claims 1 to 7.

10. A computer-readable storage medium, characterized in that: Used to store computer-readable programs or instructions, which, when executed by a processor, can implement the steps in the high-pile wharf design method described in any one of claims 1 to 7.

Images