CN116484485A

CN116484485A - Shaft network determining method and system

Info

Publication number: CN116484485A
Application number: CN202310739681.2A
Authority: CN
Inventors: 付平; 曹少璞; 张爱平; 刘庆志; 丁琼
Original assignee: Hunan Provincial Communications Planning Survey and Design Institute Co Ltd
Current assignee: Hunan Provincial Communications Planning Survey and Design Institute Co Ltd
Priority date: 2023-06-21
Filing date: 2023-06-21
Publication date: 2023-07-25
Anticipated expiration: 2043-06-21
Also published as: CN116484485B

Abstract

The invention provides a method and a system for determining an axle network, and relates to the field of axle network construction. The method comprises the following steps: platform information and basic parameter information are acquired; executing a first operation based on the platform information and the basic parameter information to obtain a first operation result; and determining the wharf shaft network through a preset creation function based on the first operation result and the platform parameter information. The utility model discloses a reduce the manual work and consume, improved the effect of axle net design efficiency.

Description

Shaft network determining method and system

Technical Field

The invention relates to the technical field of wharf shaft network construction, in particular to a shaft network determining method and system.

Background

With the gradual deep application of building information model (Building Information Modeling, BIM) technology in the building industry, the application scenes of simultaneous existence and complementation of a three-dimensional BIM model and a two-dimensional construction drawing are gradually increased.

The conventional shaft network design process is complex, and although various software is used for design assistance, key data of a core still needs to be manually calculated and adjusted, so that the workload is increased, the design and construction efficiency is reduced, and the design data errors are easily caused by manual calculation, so that the final construction quality is influenced.

In view of the foregoing, there is a need for an axle network determining method and system that addresses or at least alleviates the above-mentioned drawbacks.

Disclosure of Invention

The invention mainly aims to provide a method and a system for determining a shaft network, which are used for solving the problems of low design efficiency and high labor cost in the prior art.

In order to achieve the above object, the present invention provides a method for determining an axle network, including:

acquiring platform information and basic parameter information, wherein the platform information comprises side line information of a wharf platform where a wharf shaft network is located and platform parameter information for constructing the wharf platform, the basic parameter information comprises a first cantilever section length, a second cantilever section length, the number of structural sections and the number of initial standard bent spans of the wharf shaft network, the first cantilever section length comprises a distance of an axis, which is positioned at the upstream of a river, of the wharf shaft network to be constructed and is closest to the upstream end of the wharf platform and is perpendicular to the side line of the river flow direction; the second cantilever section length comprises the distance of an axis which is positioned at the downstream of the river in the wharf shaft network to be constructed and is closest to the downstream end of the wharf platform and is perpendicular to the side line of the river flow direction; the structural section comprises a shaft network section in a wharf shaft network; the initial standard bent spans comprise bent frames formed by two parallel axes in a wharf shaft net;

Based on the platform information and the basic parameter information, executing a first operation to obtain a first operation result, wherein the first operation comprises: determining a first edge distance and a second edge distance of the wharf shaft network through a first algorithm based on the first cantilever section length, the second cantilever section length and the edge information; determining the target standard bent span number of the target structural section through a second algorithm according to the first edge distance, the second edge distance, the number of structural sections and the initial standard bent span number, wherein the wharf shaft network comprises a plurality of target structural sections, and the target structural sections comprise a plurality of standard bent spans; determining a third cantilever length through a third algorithm based on the target standard bent span number and the standard bent spacing, wherein the basic parameter information comprises the standard bent spacing; determining the length of the structural section of the target structural section through a fourth algorithm according to the standard bent spacing and the target standard bent span number;

and determining the wharf shaft network through a preset creation function based on the first operation result and the platform parameter information.

Preferably, after the performing the first operation based on the platform information and the base parameter information to obtain a first operation result, the method further includes:

matching the first operation result with a preset target operation result;

executing a second operation under the condition that the matching processing result does not meet a first condition, wherein the first condition comprises that the first operation result is matched with the target operation result, and the second operation comprises:

acquiring an editing instruction, wherein the editing instruction is used for indicating to acquire target parameter information of a target area, and the target parameter information comprises modified basic parameter information; executing the first operation based on the target parameter information and the platform information to obtain a second operation result;

and determining the wharf shaft network through the preset creation function based on the second operation result and the platform parameter information.

Preferably, the determining the quay axis network through a preset creation function based on the first operation result and the platform parameter information includes:

determining single-row pile foundation spacing information based on the platform parameter information, wherein the wharf shaft network comprises a plurality of single-row pile foundations;

Determining shaft network point information of the wharf shaft network according to the platform information, the single-row pile foundation spacing information and the first operation result;

and drawing the shaft network point information through the preset creation function based on the single-row pile foundation interval information so as to determine the wharf shaft network.

Preferably, the determining single row pile foundation spacing information based on the platform parameter information includes:

acquiring platform width information and a single bent pile base number, wherein the platform parameter information comprises the platform width information and the single bent pile base number;

and calculating the distance between the platform width information and the single bent pile base number through a preset fifth algorithm so as to determine the single-row pile foundation distance information.

Preferably, the determining the shaft network point information of the wharf shaft network according to the platform information, the single-row pile foundation spacing information and the first operation result includes:

performing space matrix calculation on the platform information, the single-row pile foundation spacing information, the first side line distance and the second side line distance to determine shaft network base point information of the wharf shaft network;

and performing iterative traversal calculation on the axis network base point information and the first operation result to determine the axis network point information.

Preferably, the obtaining the platform information includes:

platform space information is obtained, wherein the platform space information comprises a regional space direction and regional attribute information corresponding to the wharf platform;

determining a first origin of the dock platform based on the region spatial direction and region attribute information;

determining a platform second origin of the wharf platform according to the platform first origin and the platform parameter information;

and determining the platform information of the wharf platform through a first creation function based on the first origin of the platform and the second origin of the platform.

The invention also provides a shaft network determining system, which comprises:

the information acquisition module is used for acquiring platform information and basic parameter information, wherein the platform information comprises side line information of a wharf platform where a wharf shaft network is located and platform parameter information used for constructing the wharf platform, the basic parameter information comprises a first cantilever section length, a second cantilever section length, the number of structural sections and the number of initial standard bent spans of the wharf shaft network, the first cantilever section length comprises a distance of an axis, which is positioned at the upstream of a river, of the wharf shaft network to be constructed and is closest to the upstream end of the wharf platform and is perpendicular to the side line of the river flow direction; the second cantilever section length comprises the distance of an axis which is positioned at the downstream of the river in the wharf shaft network to be constructed and is closest to the downstream end of the wharf platform and is perpendicular to the side line of the river flow direction; the structural section comprises a shaft network section in a wharf shaft network; the initial standard bent spans comprise bent frames formed by two parallel axes in a wharf shaft net;

The first operation module is configured to perform a first operation based on the platform information and the base parameter information to obtain a first operation result, where the first operation includes: determining a first edge distance and a second edge distance of the wharf shaft network through a first algorithm based on the first cantilever section length, the second cantilever section length and the edge information; determining the target standard bent span number of the target structural section through a second algorithm according to the first edge distance, the second edge distance, the number of structural sections and the initial standard bent span number, wherein the wharf shaft network comprises a plurality of target structural sections, and the target structural sections comprise a plurality of standard bent spans; determining a third cantilever length through a third algorithm based on the target standard bent span number and the standard bent spacing, wherein the basic parameter information comprises the standard bent spacing; determining the length of the structural section of the target structural section through a fourth algorithm according to the standard bent spacing and the target standard bent span number;

and the first shaft network determining module is used for determining the wharf shaft network through a preset creating function based on the first operation result and the platform parameter information.

In an alternative embodiment, the system further comprises:

the matching module is used for performing a first operation based on the platform information and the basic parameter information to obtain a first operation result, and then performing matching processing on the first operation result and a preset target operation result;

a second operation module, configured to execute a second operation if it is determined that the matching processing result does not satisfy a first condition, where the first condition includes that the first operation result matches the target operation result, and the second operation includes:

and the second network determining module is used for determining the wharf shaft network through the preset creating function based on the second operation result and the platform parameter information.

The invention also provides a computer readable storage medium having a computer program stored therein, wherein the computer program is arranged to perform the aforementioned method when run.

The invention also provides an electronic device comprising a memory having stored therein a computer program and a processor arranged to run the computer program to perform the aforementioned method.

Compared with the prior art, the invention has the following beneficial effects:

according to the method and the system for determining the shaft network, the key data related to the shaft network of the wharf is calculated automatically according to the collected data through the preset algorithm, manual design calculation is not needed, on one hand, the manual consumption is reduced, on the other hand, the design efficiency of the shaft network of the wharf is improved, and the design errors are reduced, so that the problems of high design cost and low efficiency of the shaft network of the wharf in the prior art are solved, the design efficiency of the shaft network of the wharf is improved, and the labor cost is reduced.

Drawings

FIG. 1 is a schematic flow chart of a method for determining an axis network according to an embodiment of the present invention;

FIG. 2 is a schematic diagram of a dock platform according to one embodiment of the present invention;

FIG. 3 is a schematic view of a portion of a quay axle net according to an embodiment of the present invention;

FIG. 4 is a schematic view of an on-site construction structure according to an embodiment of the present invention;

FIG. 5 is a block diagram of an axle network determining system in accordance with one embodiment of the present invention;

Fig. 6 is a schematic structural diagram of a computer device according to an embodiment of the invention.

Detailed Description

It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.

The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.

It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present invention are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.

Furthermore, the description of "first," "second," etc. in this disclosure is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present invention.

Referring to fig. 1, the present invention provides a method for determining an axis network, including:

step S101, obtaining platform information and basic parameter information, wherein the platform information comprises side line information of a wharf platform where a wharf shaft network is located and platform parameter information for constructing the wharf platform, and the basic parameter information comprises a first cantilever section length, a second cantilever section length, the number of structural sections and the number of initial standard bent spans of the wharf shaft network;

in this embodiment, the platform information is firstly acquired to determine the construction range of the shaft network wharf, so as to avoid that the design range of the shaft network wharf exceeds the field construction range; the basic parameter information is obtained to make the design result of the shaft network meet the design requirement or design standard, such as the relevant regulations of "general design Specification for river port engineering JTJ 212-20061" and the like.

The platform information comprises attribute information of the wharf platform, such as construction specification, material specification and the like, besides the platform parameter information; the platform information acquisition comprises manual input and automatic calculation and generation of the system according to an algorithm, wherein the platform information and the basic parameter information can be determined in advance according to design standards or obtained according to actual measurement results of a construction site; the boundary line information includes boundary lines of the dock platform, such as information of length, width, position coordinates of long side lines, position coordinates of short side lines, and the like; the platform parameter information comprises information such as coordinates of a construction origin of a wharf platform, a distance from a river side/a shore side and the like; the first boom section length comprises the distance of the axis of the side line of the quay shaft network to be constructed that is located upstream of the river and closest to the upstream end of the quay platform that is perpendicular to the direction of the river, and likewise the second boom section length comprises the distance of the axis of the side line of the quay shaft network to be constructed that is located downstream of the river and closest to the downstream end of the quay platform that is perpendicular to the direction of the river.

As shown in fig. 2 and 3, the structural section includes an axle section in the quay axle network, and typically, one quay axle network includes at least one axle section; the initial standard number of bent spans comprises the number of bent spans formed by two parallel axes in a wharf shaft network, wherein the two parallel axes are perpendicular to the water flow direction of the river.

It should be noted that, the collection of the content related to the information input in the platform information and the basic parameter information may be obtained by performing data collection on the position of the input frame or the collection frame in the web page or the operation interface through a web page data collection algorithm, and the technology is generally applicable to various electronic devices, such as a touch screen, a web page with account number and password input, and the like, which is not described herein again.

In addition, the application range of the application is not limited to the construction of the shaft network of the wharf, and the shaft network construction in other construction environments, such as various shaft network construction environments of civil engineering, road bridge or water conservancy, can be applied, and the wharf shaft network is not limited to the technical field of the application as a name of the prior art.

Step S102, executing a first operation based on the platform information and the basic parameter information to obtain a first operation result, where the first operation includes:

Step S1021, determining a first edge distance and a second edge distance of the wharf shaft network through a first algorithm based on the first cantilever section length, the second cantilever section length and the edge information;

in this embodiment, the first edge distance of the wharf shaft net is the first cantilever section length, the second edge distance is the second cantilever section length, and the calculation is performed here to determine the position coordinates of the relevant axes when the shaft net is actually designed, so that the positions of other axes can be determined according to subsequent calculation.

Wherein, the first edge distance can be recorded as distance1 in the application, and the second edge distance can be recorded as distance2, so as to facilitate the subsequent recognition and expression; the first algorithm may be one of a plurality of functional algorithms contained in a high pile wharf BIM model creation system based on the MicroStation, as long as the axis position calculation can be implemented.

Step S1022, determining the target standard bent span number of the target structural section through a second algorithm according to the first edge distance, the second edge distance, the number of structural sections and the initial standard bent span number, wherein the wharf shaft network comprises a plurality of target structural sections, and the target structural sections comprise a plurality of standard bent spans;

In this embodiment, the determination of the number of target standard bent spans is to confirm the number of bent spans in each axial network segment in the dock platform, and the target structural segment is an axial network segment in actual construction, where the target structural segment may partially or completely coincide with the foregoing structural segment.

The number of structural segments can be recorded as N1, the number of initial standard bent spans is recorded as S1, the number of target standard bent spans is recorded as M1 or M2, and for the structural segments with the numbers of P1-P (X-1), the number of standard structural segments can be obtained by taking down an integer according to a second algorithm m1=s1/N1, for example, the number of structural segments n1=4, the number of initial standard bent spans is s1=27, and the number of target standard bent spans M1=int (27/4) =6 in any one of the structural segments with the numbers of P1-P (X-1); for the last PX numbered structural section, the target standard span number M2 may be obtained by subtracting the sum of the previous structural section 1 to the structural section N-1 according to the second algorithm S1, that is, m2=s1- ((N1-1) ×m1), for example, the structural section number n1=4, the initial standard span number s1=27, the target standard span number m2=27- (4-1) ×6=9 in any one of the PX numbered structural sections, that is, the target standard span number of the PX numbered target structural section is 9, and so on.

Step S1023, determining a third cantilever length through a third algorithm based on the target standard bent span number and the standard bent interval, wherein the basic parameter information comprises the standard bent interval;

in this embodiment, as shown in fig. 3 and 4, in the actual construction process, in order to accommodate thermal expansion and contraction of the structural members, a middle cantilever needs to be provided between the target structural sections, so that when the shaft net design is performed, the middle cantilever length needs to be incorporated into the design, where the third cantilever length includes the middle cantilever length.

Wherein, since the standard bent interval is determined, the number of target standard bent is also determined, and under the assumption that the length of each middle cantilever is the same, the length L of the dock platform is reduced by the length distance1 of the upstream cantilever, then the length distance2 of the downstream cantilever, and the SUM (M1, M2) of the spans of all target standard bent is reduced, and then the value obtained by dividing the SUM by the number N1 of target structural sections is determined, namely the third algorithm comprises: x1= ((L1-distance 1-distance 2) - (N1-1) ×m1×s2-m2×s2)/(N1-1).

Step S1024, determining the length of the structural section of the target structural section through a fourth algorithm according to the standard bent interval and the target standard bent span number;

In this embodiment, after determining the target standard bent span number, the middle cantilever pitch, and the standard bent pitch, the length G1 of each structural section may obtain a fourth algorithm: g1 The reason that (X1)/2 is used is that each structural section is adjacent and the adjacent structural sections share one middle cantilever, so that each structural section occupies half of the middle cantilever length when performing calculation for convenience of calculation.

It should be noted that, the calculation of the edge distance, the target structure section, the standard bent distance and the structure section length in the present application are sequentially associated, that is, the calculation of the data information in the latter step is based on the related data in the former step, and the calculation sequence of the steps is not exchangeable without special circumstances.

Step S1025, determining the total number of bent frames through a sixth algorithm based on the initial standard number of bent frames and the target standard number of bent frames;

in this embodiment, the number SN of all the bent frames in the entire axle network may be determined according to the number of initial standard bent frames and the number of target structural segments, and the sixth algorithm includes: sn=s1+n1.

Step S103, determining the wharf shaft network through a preset creation function based on the first operation result and the platform parameter information.

In this embodiment, after the information of each bent in the axial network is determined, each bent may be connected to the axial network through a preset creation function, so as to form the axial network.

Wherein the creation function is one of a plurality of function algorithms contained in a high pile wharf BIM model creation system based on MicroStation.

According to the method and the device, the core data are automatically calculated through various algorithms, so that related data are not required to be calculated manually, the manual consumption is reduced, and the design efficiency of the wharf shaft network is improved.

In an alternative embodiment, after the performing a first operation based on the platform information and the base parameter information to obtain a first operation result, the method further includes:

step S1026, performing a matching process on the first operation result and a preset target operation result;

step S1027, in a case where it is determined that the matching processing result does not satisfy the first condition, performing a second operation, where the first condition includes that the first operation result matches the target operation result, and the second operation includes:

step S10271, acquiring an editing instruction, wherein the editing instruction is used for indicating acquisition of target parameter information of a target area, and the target parameter information comprises modified basic parameter information; executing the first operation based on the target parameter information and the platform information to obtain a second operation result;

Step S10272, determining the wharf shaft network through the preset creation function based on the second operation result and the platform parameter information.

In this embodiment, when the result of the automatic calculation does not match the target data, the relevant data may be readjusted by manual editing and adjusting, so as to ensure that the final axle network result meets the design requirement.

The preset target operation result is a calculation result which is set according to industry standards or design requirements and is to be realized, and the matching processing can be realized by automatic matching through a floating point algorithm and other matching algorithms; the target area comprises a data input box for data editing input, and the function can be realized through the existing webpage technology or page design technology; after the modified basic parameter information is obtained, the operation processing is carried out again according to the first operation step, so that a user can conveniently carry out supplementary adjustment on the design result according to actual requirements, the design flexibility is improved, and the accuracy of the final design result is ensured.

In an optional embodiment, the determining the quay axle network by a preset creation function based on the first operation result and the platform parameter information includes:

Step S1031, determining single-row pile foundation spacing information based on the platform parameter information, wherein the wharf shaft network comprises a plurality of single-row pile foundations;

step S1032, determining shaft network point information of the wharf shaft network according to the platform information, the single-row pile foundation spacing information and the first operation result;

and step S1033, drawing the shaft network point information through the preset creation function based on the single-row pile foundation interval information so as to determine the wharf shaft network.

In the embodiment, in the actual design process, after the information of each structural section in the shaft network is determined, the position coordinates of each pile foundation in each bent are sequentially calculated, and then the pile foundations are sequentially connected through a creation function, so that the required wharf shaft network is constructed.

In an optional embodiment, the determining single row pile foundation spacing information based on the platform parameter information includes:

step S10311, obtaining platform width information and a single bent pile base number, wherein the platform parameter information comprises the platform width information and the single bent pile base number;

and step S10312, calculating the distance between the platform width information and the single row pile base number through a preset fifth algorithm to determine the single row pile base distance information.

In this embodiment, as shown in fig. 3, each structural section includes a plurality of bent frames, pile foundations of the bent frames form a plurality of bent piles, and the calculated distance between the bent piles is the calculated distance between the pile foundations, and in general, the single-row spacing information is equal to the width of the first axis on the upper side of the code head line.

Wherein the platform width information comprises the width W1 of the dock platform, the base number of a single bent pile is denoted as NB1 in the present application, in an actual design, a plurality of bent piles in a structural section are sequentially denoted as a bent piles, B bent piles, and C bent piles in sequence, wherein the bent pile pitch PS1 is a value obtained by dividing the dock platform width W1 by the base number NB1 of the single bent pile plus 1, that is, the fifth algorithm is ps1=w1/(nb1+2), and the last row of bent pile pitch is a difference between the dock platform width and the sum of the previous bent piles; after each single row spacing is calculated, for convenience in invoking subsequent calculations, the calculated output pile foundation spacing is stored in the form of a string Str2, i.e., str2=a row spacing, B row spacing, C row spacing.

In an optional embodiment, the determining the shaft node information of the wharf shaft network according to the platform information, the single-row pile foundation spacing information and the first operation result includes:

Step S10321, performing space matrix calculation on the platform information, the single-row pile foundation spacing information, the first edge distance and the second edge distance to determine shaft network base point information of the wharf shaft network;

step S10322, performing iterative traversal calculation on the axis mesh point information and the first operation result to determine the axis mesh point information.

In this embodiment, the coordinate information of the pile foundations is the shaft mesh point information required for constructing the shaft mesh points, and after the interval information of the pile foundations in each row pile is determined, the number of pile foundations and the number of row racks are fixed, so that the coordinates of the shaft mesh points in the shaft mesh can be finally determined only by determining the distance between the pile foundations and the side line of the platform.

2-3, the platform information includes coordinate information of edge origins PT1-PT4 of the platform, and the space matrix calculation includes: firstly, calculating coordinates of an insertion point DP0 of an axial network, wherein the calculation of the coordinates of the DP0 comprises moving a first edge distance1 along a vector DirX of an edge origin PT1 along a river direction (namely PT1 points to PT 2), and moving an A row pile spacing PS1 along a vector DirY along a river side to shore side direction (namely PT1 points to PT 4), namely DP0=Pt1+DirX x distance 1+DirY x PS1;

Then analyzing Str data according to the Str1 data of the bent spacing in the DirX direction, and assuming that the data between commas are denoted by SDistent, performing iterative traversal on the DirX along the vector DirX of the river direction, wherein DP1=DP0+DirX+SDistent; dpn=dp0+dirx+sdistance×n, and specific data can be calculated by for loop, and stored in LS1 by c#list;

similarly, for DirY direction, according to pile foundation spacing data Str2, analyzing the data, assuming that the comma data are all indicated by LDistance, performing iterative traversal along the direction vector DirY from the river side to the shore side, and lp1=dp1; lp2=lp1+diry+ldistance, lpn=lp1+diry+ldistance×n; the specific data is calculated through a for loop, and LS2 is stored through a C# List.

In an alternative embodiment, the obtaining the platform information includes:

step S1011, obtaining platform space information, wherein the platform space information comprises an area space direction and area attribute information corresponding to the wharf platform;

step S1012, determining a first origin of the wharf platform based on the regional space direction and regional attribute information;

step S1013, determining a platform second origin of the wharf platform according to the platform first origin and the platform parameter information;

Step S1014, determining platform information of the dock platform by a first creation function based on the first origin of the platform and the second origin of the platform.

In this embodiment, the determination of the spatial direction of the region and the region attribute information is to enable the designed data to be matched with the site construction, so as to avoid the problem of dislocation of drawing parameters and improve the accuracy of the design result.

Wherein the regional spatial direction includes a relationship between the dock platform and the upstream and downstream directions of the river, such as a positional relationship between a border of the dock platform located upstream of the river and upstream of the river in fig. 4 (which side of the dock platform is the upstream side, which side is the downstream side), and the regional attribute information includes a positional relationship between the dock platform and the river side, the river bank side, such as a positional relationship between a border of the dock platform and the river side, the river bank side (which side of the dock platform is located on the river bank side, which side is located on the river side); after determining the region space direction and the region attribute information, a first origin (corresponding to PT1 in fig. 4) may be set in any region, and then origins such as PT2-PT4 are determined according to the length, width, etc. of the dock platform in the platform parameter information, where the second origin is origins such as PT2-PT 4;

Specifically, as shown in fig. 3, in step 1, the spatial position of the high pile wharf is arranged:

determining the spatial position arrangement of the high-pile wharf according to the construction requirement of the high-pile wharf, selecting the upstream and downstream positions of the wharf according to fig. 4, and if the left side is the upstream side, drawing the shaft network from the left side to the right side; if the left side is the downstream side, the axis net drawing sequence is drawing from the right side to the left side; if the upper side is the river side, the pile foundation spacing of the first left-hand structural section in fig. 3 is the width of the first axis of the upper side of the code head line, and if the upper book is the bank side, the pile foundation spacing of the first left-hand structural section in fig. 3 is the width of the first axis of the lower side of the code head line.

Step 2, dock platform parameter design:

according to the arrangement design of the space position of the high pile wharf, a default axis design dot is PT1, and the dot is the intersection point of the wharf river side line and the upstream side line. By inputting parameters: the wharf platform length L1 and the wharf platform width W1 are calculated to obtain a wharf river side line and downstream side line intersection point PT2, a wharf shore side line and downstream side line intersection point PT3 and a wharf shore side line and upstream side line intersection point PT4. And creating a function functionMT by calling the wharf platform to finish drawing of wharf platform side lines, wherein the lines connected end to end of PT1, PT2, PT3 and PT4 are wharf platform lines.

In one embodiment, as shown in FIG. 5, the present application also provides an axle net determining system comprising

The information acquisition module 51 is configured to acquire platform information and basic parameter information, where the platform information includes side line information of a dock platform where a dock shaft network is located and platform parameter information for constructing the dock platform, the basic parameter information includes a first cantilever section length, a second cantilever section length, a number of structural sections, and an initial standard bent span number of the dock shaft network, where the first cantilever section length includes a distance between axes of side lines of a direction perpendicular to a river of the upstream end of the dock platform, the axes being located upstream of the river in the dock shaft network to be constructed; the second cantilever section length comprises the distance of an axis which is positioned at the downstream of the river in the wharf shaft network to be constructed and is closest to the downstream end of the wharf platform and is perpendicular to the side line of the river flow direction; the structural section comprises a shaft network section in a wharf shaft network; the initial standard bent spans comprise bent frames formed by two parallel axes in a wharf shaft net;

a first operation module 52, configured to perform a first operation based on the platform information and the base parameter information, so as to obtain a first operation result, where the first operation includes: determining a first edge distance and a second edge distance of the wharf shaft network through a first algorithm based on the first cantilever section length, the second cantilever section length and the edge information; determining the target standard bent span number of the target structural section through a second algorithm according to the first edge distance, the second edge distance, the number of structural sections and the initial standard bent span number, wherein the wharf shaft network comprises a plurality of target structural sections, and the target structural sections comprise a plurality of standard bent spans; determining a third cantilever length through a third algorithm based on the target standard bent span number and the standard bent spacing, wherein the basic parameter information comprises the standard bent spacing; determining the length of the structural section of the target structural section through a fourth algorithm according to the standard bent spacing and the target standard bent span number;

The first axicon determining module 53 is configured to determine the wharf axicon through a preset creation function based on the first operation result and the platform parameter information.

In an alternative embodiment, the system further comprises:

In an alternative embodiment, the first axial network determination module includes:

the pile foundation interval determining unit is used for determining single-row pile foundation interval information based on the platform parameter information, wherein the wharf shaft network comprises a plurality of single-row pile foundations;

the shaft network point determining unit is used for determining shaft network point information of the wharf shaft network according to the platform information, the single-row pile foundation spacing information and the first operation result;

and the shaft network drawing unit is used for drawing the shaft network point information through the preset creating function based on the single-row pile foundation interval information so as to determine the wharf shaft network.

In an alternative embodiment, the pile foundation spacing determining unit comprises:

the information acquisition subunit is used for acquiring platform width information and single bent pile base numbers, wherein the platform parameter information comprises the platform width information and the single bent pile base numbers;

and the distance determining subunit is used for calculating the distance between the platform width information and the single bent pile base number through a preset fifth algorithm so as to determine the single-row pile foundation distance information.

In an alternative embodiment, the axis dot determination unit includes:

The matrix calculation subunit is used for carrying out space matrix calculation on the platform information, the single-row pile foundation spacing information, the first side line distance and the second side line distance so as to determine shaft network base point information of the wharf shaft network;

and the iteration traversal subunit is used for carrying out iteration traversal calculation on the axis network base point information and the first operation result so as to determine the axis network point information.

In an alternative embodiment, the information acquisition module includes:

the system comprises a space information acquisition unit, a platform space information acquisition unit and a platform management unit, wherein the space information acquisition unit is used for acquiring platform space information, and the platform space information comprises a region space direction and region attribute information corresponding to a wharf platform;

a first origin determining unit configured to determine a platform first origin of the dock platform based on the region spatial direction and region attribute information;

the second origin determining unit is used for determining a platform second origin of the wharf platform according to the platform first origin and the platform parameter information;

and the platform information determining unit is used for determining the platform information of the wharf platform through a first creation function based on the first origin of the platform and the second origin of the platform.

The invention is illustrated by the following specific examples.

Step 1, high pile wharf spatial position arrangement (corresponding to the aforementioned step S1011):

determining the spatial position arrangement of the high-pile wharf according to the construction requirement of the high-pile wharf, selecting the upstream and downstream positions of the wharf according to fig. 2-3, and if the left side is the upstream side, drawing the shaft network from the left side to the right side; if the left side is the downstream side, the axis net drawing sequence is drawing from the right side to the left side; if the upper side is the river side, the pile foundation spacing of the first left-hand structural section in fig. 3 is the width of the first axis of the upper side of the code head line, and if the upper side is the shore side, the pile foundation spacing of the first left-hand structural section in fig. 3 is the width of the first axis of the lower side of the code head line.

Step 2, dock platform parameter design (corresponding to steps S1012-1014 described above):

Step 3, designing a standard bent, a structural section and a bent span:

the method comprises the following steps:

1) According to the parameter settings of the step 1 and the step 2, by inputting parameters: the length of the upstream cantilever segment and the length of the downstream cantilever segment are calculated to obtain the distance1 between the first axis of the upstream segment and the upstream edge line, and the distance2 between the first axis of the downstream segment and the downstream edge line (corresponding to step S1021).

2) When the distance calculation is completed, the parameters are input: the number of the structural sections N1 and the number of the standard bent spans (trial calculation) S1 are subjected to trial calculation of the number of the standard bent spans in the interface table 1, the numbers of the standard bent spans from the structural sections 1 to the structural sections N-1 are respectively M1=S1/N1, integers are taken downwards, and the number of the standard bent spans M2 of the structural sections N is S1 minus the sum M2=S1- ((N1-1) multiplied by M1 of the structural sections 1 to N-1) (corresponding to the step S1022);

3) When the length of the midspan cantilever segment is calculated, according to input parameters: the standard bent spacing S2 is used for calculating the length X1 of the mid-span cantilever, and the sum length of the mid-span cantilever ends is as follows: the dock platform length is reduced by the sum of the upstream cantilever length and the downstream cantilever length and the span length of all standard bent frames, and then divided by the number of structural sections to be reduced by one; the formula is x1= ((L1-distance 1-distance 2) - (N1-1) ×m1×s2-m2×s2)/(N1-1) (corresponding to the aforementioned step S1023);

4) The length of the structural section in table 1 is calculated, and the length G1 of the structural section of the first structural section from the left is: the sum of the products of the standard bent span number M1 and the standard bent interval S2 is added to the upstream cantilever length distance1, and half of the length of the mid-span cantilever section is added; the formula is g1=distance 1+m1×s2+x1/2; the length GN of the structural section N is the sum of the length distance2 of the downstream cantilever section plus the product of the standard bent span number M2 of the structural section N and the standard bent interval S2 plus half of the length of the midspan cantilever section; gn=distance 2+m2×s2+x1/2; the length G0 of the structural sections from the structural section 2 to the structural section N-1 is the sum of products of the standard bent span number M1 and the standard bent spacing S2, and the length X1 of the cantilever end is added; the formula g0=m1×s2+x1; (corresponding to the aforementioned step S1024)

5) After the automatic calculation of the data is finished, according to the input data: the standard bent span (trial calculation) S1 and the number of structural segments N1 calculate the total bent number sn=s1+n1 (corresponding to the aforementioned step S1025);

6) And when the algorithm is calculated, calculating the bent interval data set. Firstly, calculating data in a structural section 1, wherein the data of a first structural section from the left is the standard bent span number of the structural section, the middle is divided by commas, the data of the first structural section from the left is stored in a default storage mode Str1, wherein str1=f2, F2 and F2., the number of F2 in Str1 is the standard bent span number M1 of the structural section, and other structural sections are the same as the structural section 1 and are respectively defined as Str2.

7) The string set with Str representing the bent interval is composed of such a combination as structural section + span interval + structural section, so that the final string of Str is composed of str=str1+x1+str2+x1+ & gt StrN, and the middle is divided by comma.

The second method is as follows:

the above step is to initialize the data design for the automatic design algorithm, if the design data and the above-mentioned input/output exist (corresponding to the step S1026), the set bent parameters can be edited, and the custom data editing is started, at this time, the bent parameters in the interface can be edited into the selected state (corresponding to the step S10271), the structure section 1 to the structure section N in the column in the table 1 are unchanged, and the data increases three rows of data, i.e. the standard bent interval, the upstream cantilever length and the downstream cantilever length.

1) To better distinguish from the above algorithm, the input parameters in each column structure segment 1 through N-1 are reset: standard bent span number SP1, standard bent interval SS1, upstream cantilever section length SD1, downstream cantilever section length SD2; calculating the length SL1 of the structural section of each column to be the length of the upstream cantilever section plus the product of the span number of the standard bent and the spacing distance of the standard bent plus the length of the downstream cantilever section, wherein Sl1=Sd1+Sd1×Sd1+Sd2; the length of the structural section of the N column is the difference between the dock platform length L1 and the sum of the lengths of all the structural sections.

2) And after the data are calculated, calculating the bent interval data set. Firstly, calculating data in a structural section 1, wherein the data of the first structural section from the left is the standard bent span number of the structural section, the middle is divided by commas, the data of the first structural section from the left is stored in a default storage mode Str1, str1=f2, F2, F2., the number of F2 in Str1 is the standard bent span number M1 of the structural section, other structural sections are the same as the structural section 1 and are respectively defined as Str2.

3) The Str is used for representing a character string set of the bent interval, the character string set is composed of a combination of a structural section, a span center interval and a structural section, at the moment, the span center structural section long whisker X2 is the sum of the downstream cantilever length SD2 of the last structural section and the upstream cantilever length SD1 of the structural section, and the span center structural section is calculated from the structural section 2 to the structural section N. The final Str composition string is str=str1+x2+str2+x2+ &.+ StrN, with comma split in between (corresponding to step S10272 described above).

Step 4, designing a single-row pile foundation interval (corresponding to the steps S10311-10312):

according to the input parameters: dock platform width W1, single bent pile base NB1, calculating pile foundation spacing, first calculating a, B, C bent pile, according to alphabetical order pile foundation spacing, the bent pile spacing PS1 is a value obtained by dividing dock platform width W1 by single bent pile base NB1 plus 1, with the formula PS1 = W1/(NB 1 + 2); the last row of piles is the difference between the width of the wharf platform and the sum of the piles in front. And outputting a pile foundation interval character string Str2 according to the calculation, wherein the character string Str2 is composed of row piles and commas, wherein Str2 = A row pile interval, B row pile interval and C row pile interval.

Step 5, shaft network data calculation (corresponding to the foregoing steps S10321-10322):

performing axis network data calculation according to the calculated data:

1) Firstly, calculating the insertion points DP0 and DP0 of the axial net, wherein in the first method of step 3, PT1 is moved along the river direction vector DirX by the upstream side line distance1, and the a-row pile pitch PS1 is moved along the river-side to shore-side direction vector DirY, and mainly by the space matrix calculation mode, dpo=pt1+dirx×distance 1+diry×ps1.

2) Analyzing the Str data according to the Str1 data, and assuming that the data between commas are denoted by SDistance, performing iterative traversal on the vector DirX along the river direction, wherein DP1=DPO+DirX+SDistance; dpn=dpo+dirx+sdistance×n; the specific data is calculated through a for loop, and LS1 is stored through a C# List.

3) According to pile foundation interval data Str2, analyzing the data, and carrying out iterative traversal on the vector DirY along the direction from the river side to the bank side on the assumption that the data between commas are LDistent indexes, wherein LP1=DP1; the specific data is calculated through a for loop, and LS2 is stored through a C# List.

Step 6, automatic creation of the shaft network:

and starting the shaft network creation work after all the data calculation is completed:

1) Firstly, establishing a transverse axis network, namely establishing a starting point SX1 and an ending point SX2 for establishing the transverse axis network according to LS1 data sets and the first element in each row of data sets, and completing the establishment work of the transverse axis through an axis establishment function.

2) According to the LS2 data set, the first element in each column of data set is the starting point SY1 and the end point SY2 created for the longitudinal axis, and the creation work of the longitudinal axis is completed through the axis creation element.

3) And (3) marking the transverse axes, namely marking the transverse axes from the river side to the bank side, sorting according to letters, obtaining a character set of A-Z through a character string function, calling an axis marking function SX1 and an end SX2 in each row LS1 in the starting point direction, drawing the axis marking along the direction from the downstream side to the upstream side, and calling the axis marking function to draw the axis marking along the direction from the upstream side to the downstream side.

4) The longitudinal axis is marked, the longitudinal axis is marked from the upstream side to the downstream side, the character sets of 1-N are obtained through traversing functions, the starting point SY1 and the ending point SY2 in each row LS2 are called in the starting point direction, the axis marking is drawn along the direction from the side of the bank to the side of the river, the axis marking is drawn along the direction from the side of the river, and the axis marking is called in the ending point direction.

Step 7, setting axis attribute:

after the design is completed, axis custom attribute setting can be performed: the absolute word height h1, the scale1, the circle diameter circle1, the horizontal circle distance from the dockside line horizontalDis, and the vertical circle distance from the dockside line VerticalDis are set with attributes. And setting the attribute of the shaft network through the attribute assignment parameter PropertyApply, thereby completing the creation work of the shaft network.

In one embodiment, a computer device is provided, where the computer device provided in the embodiment of the present application may be a server or a client: fig. 6 is a schematic structural diagram of a computer device according to an embodiment of the present application.

Processor 1701, memory 1702, bus 1705, interface 1704, processor 1701 being coupled to memory 1702, interface 1704, bus 1705 being coupled to processor 1701, memory 1702 and interface 1704, respectively, interface 1704 being for receiving or transmitting data, processor 1701 being a single or multi-core central processing unit, or being a specific integrated circuit, or being one or more integrated circuits configured to implement embodiments of the present invention. The memory 1702 may be a random access memory (random access memory, RAM) or a non-volatile memory (non-volatile memory), such as at least one hard disk memory. The memory 1702 is used to store computer-executable instructions. Specifically, the program 1703 may be included in the computer-executable instructions.

In this embodiment, when the processor 1701 invokes the program 1703, the management server in fig. 6 may perform an axis network determining method operation, which is not described herein.

It should be appreciated that the processor provided by the above embodiments of the present application may be a central processing unit (central processing unit, CPU), but may also be other general purpose processors, digital signal processors (digital signal processor, DSP), application specific integrated circuits (application-specific integrated circuit, ASIC), off-the-shelf programmable gate arrays (field programmable gate array, FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, or the like. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like.

It should also be understood that the number of processors in the computer device in the above embodiment in the present application may be one or plural, and may be adjusted according to the actual application scenario, which is merely illustrative and not limiting. The number of the memories in the embodiment of the present application may be one or more, and may be adjusted according to the actual application scenario, which is only illustrative and not limiting.

It should be further noted that, when the computer device includes a processor (or a processing unit) and a memory, the processor in the present application may be integrated with the memory, or the processor and the memory may be connected through an interface, which may be adjusted according to an actual application scenario, and is not limited.

The present application provides a chip system comprising a processor for supporting a computer device (client or server) to implement the functions of the controller involved in the above method, e.g. to process data and/or information involved in the above method. In one possible design, the chip system further includes memory to hold the necessary program instructions and data. The chip system can be composed of chips, and can also comprise chips and other discrete devices.

In another possible design, when the chip system is a chip in a user equipment or an access network or the like, the chip comprises: the processing unit may be, for example, a processor, and the communication unit may be, for example, an input/output interface, pins or circuitry, etc. The processing unit may execute the computer-executable instructions stored in the storage unit to cause the chip within the client or the management server or the like to perform the steps S101-S103. Alternatively, the storage unit is a storage unit in the chip, such as a register, a cache, or the like, and the storage unit may also be a storage unit located outside the chip in a client or a management server, such as a read-only memory (ROM) or other type of static storage device that can store static information and instructions, a random access memory (random access memory, RAM), or the like.

The embodiment of the application also provides a computer readable storage medium, on which a computer program is stored, the computer program implementing the method flow of executing the axis network determining method with the controller of the client or the management server in any of the method embodiments when executed by a computer. Correspondingly, the computer may be the above-mentioned computer device (client or server).

It should be appreciated that the controllers or processors referred to in the above embodiments of the present application may be central processing units (central processing unit, CPU), but may also be other general purpose processors, digital signal processors (digital signal processor, DSP), application specific integrated circuits (application specific integrated circuit, ASIC), off-the-shelf programmable gate arrays (field programmable gate array, FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, or the like. A general purpose processor may be a microprocessor or the processor may be any conventional processor or the like.

It should also be understood that the number of processors or controllers in the computer device (client or server) or the chip system and the like in the above embodiments in this application may be one or more, and may be adjusted according to the actual application scenario, which is merely illustrative and not limiting. The number of the memories in the embodiment of the present application may be one or more, and may be adjusted according to the actual application scenario, which is only illustrative and not limiting.

It should also be understood that the memory or readable storage medium mentioned in the computer device (client or server) or the like in the above embodiments in the embodiments of the present application may be volatile memory or nonvolatile memory, or may include both volatile and nonvolatile memory. The nonvolatile memory may be a read-only memory (ROM), a Programmable ROM (PROM), an Erasable PROM (EPROM), an electrically Erasable EPROM (EEPROM), or a flash memory. The volatile memory may be random access memory (random access memory, RAM) which acts as an external cache. By way of example, and not limitation, many forms of RAM are available, such as Static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double data rate SDRAM (DDR SDRAM), enhanced SDRAM (ESDRAM), synchronous DRAM (SLDRAM), and direct memory bus RAM (DR RAM).

Those of ordinary skill in the art will appreciate that steps performed by a computer device (client or server) or processor in whole or in part to implement the above described embodiments may be implemented by hardware or program instructions. The program may be stored in a computer readable storage medium, which may be a read-only memory, a random access memory, or the like. Specifically, for example: the processing unit or processor may be a central processing unit, a general purpose processor, a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), a Field Programmable Gate Array (FPGA) or other programmable logic device, a transistor logic device, a hardware component, or any combination thereof. Whether such functionality is implemented as hardware or software depends upon the particular application and design constraints imposed on the solution. Skilled artisans may implement the described functionality in varying ways for each particular application, but such implementation decisions should not be interpreted as causing a departure from the scope of the present application.

When implemented in software, the above embodiments describe that an axle network determining method step may be implemented in whole or in part in the form of a computer program product. The computer program product includes one or more computer instructions. When the computer program instructions are loaded and executed on a computer, the processes or functions in accordance with embodiments of the present application are produced in whole or in part. The computer may be a general purpose computer, a special purpose computer, a computer network, or other programmable apparatus. The computer instructions may be stored in or transmitted from one computer-readable storage medium to another, for example, by wired (e.g., coaxial cable, fiber optic, digital Subscriber Line (DSL)), or wireless (e.g., infrared, wireless, microwave, etc.) means from one website, computer, server, or data center. Computer readable storage media can be any available media that can be accessed by a computer or data storage devices, such as servers, data centers, etc., that contain an integration of one or more available media. Usable media may be magnetic media (e.g., floppy disks, hard disks, magnetic tape), optical media (e.g., DVD), or semiconductor media, among others.

The terms first, second and the like in the description and in the claims of the present application and in the drawings are used for distinguishing

Similar objects are not necessarily for describing a particular order or precedence. It is to be understood that the terms so used are interchangeable under appropriate circumstances and are merely illustrative of the manner in which the embodiments of the application described herein have been described for objects of the same nature. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of elements is not necessarily limited to those elements, but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

The terminology used in the embodiments of the application is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used in the embodiments of the present application, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that in the description of the present application, unless otherwise indicated, "/" means that the associated object is an "or" relationship, e.g., A/B may represent A or B; the term "and/or" in this application is merely an association relation describing an association object, and means that three kinds of relations may exist, for example, a and/or B may mean: there are three cases, a alone, a and B together, and B alone, wherein a, B may be singular or plural.

The word "if" or "if" as used herein may be interpreted as "at … …" or "at … …" or "in response to a determination" or "in response to detection", depending on the context. Similarly, the phrase "if determined" or "if detected (stated condition or event)" may be interpreted as "when determined" or "in response to determination" or "when detected (stated condition or event)" or "in response to detection (stated condition or event), depending on the context.

The above embodiments are only for illustrating the technical solution of the present application, and are not limiting thereof; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the corresponding technical solutions from the scope of the technical solutions of the embodiments of the present application.

The foregoing description is only of the preferred embodiments of the present invention, and is not intended to limit the scope of the invention, but rather is intended to cover any equivalents of the structures or equivalent processes disclosed herein or in the alternative, which may be employed directly or indirectly in other related arts.

Claims

1. A method of determining a shaft network, comprising:

2. The method according to claim 1, wherein after the performing a first operation based on the platform information and the base parameter information to obtain a first operation result, the method further comprises:

matching the first operation result with a preset target operation result;

3. The method according to claim 1, wherein determining the quay axle network by a preset creation function based on the first operation result and the platform parameter information comprises:

4. A method of determining a shaft network according to claim 3, wherein determining single row pile foundation spacing information based on the platform parameter information comprises:

5. A method of determining a shaft network according to claim 3, wherein determining shaft network point information of the quay shaft network based on the platform information, the single row pile foundation spacing information, and the first operation result comprises:

6. The method of claim 1, wherein the obtaining platform information comprises:

7. A shaft network determination system, comprising:

8. The axle network determining system of claim 7, wherein said system further comprises:

9. A computer readable storage medium, characterized in that the computer readable storage medium has stored therein a computer program, wherein the computer program is arranged to execute the method of any of the claims 1 to 6 when run.

10. An electronic device comprising a memory and a processor, characterized in that the memory has stored therein a computer program, the processor being arranged to run the computer program to perform the method of any of the claims 1 to 6.