A method and system for earthwork processing based on graphic quantity calculation platform

Abstract

The embodiment of the present application discloses a method and system for processing earthwork based on a graphic quantity calculation platform, which belongs to the field of graphic quantity calculation technology, wherein the method includes: based on an earthwork generation instruction, obtaining component attribute information of a target component and earthwork attribute information corresponding to the target component; judging whether the earthwork bottom elevation is the cushion bottom elevation according to the earthwork attribute information; if the earthwork bottom elevation is the cushion bottom elevation, determining the earthwork bottom shape based on the cushion information; if the earthwork bottom elevation is not the cushion bottom elevation, determining the earthwork bottom shape based on the bottom shape of the target component; obtaining the earthwork working surface width and earthwork slope coefficient based on the earthwork attribute information; creating an earthwork model based on the earthwork bottom shape, earthwork working surface width and earthwork slope coefficient; determining the earthwork type based on earthwork size information through preset rules, which has the advantage of simplifying the user's operation of arranging earthwork.

Description

Technical Field

[0001] The invention relates to an earthwork processing method and system based on a graphic quantity calculation platform, and belongs to the field of graphic quantity calculation. Background Art

[0002] Existing graphic quantity calculation software divides earthwork into three categories: foundation pit earthwork, foundation trench earthwork and large excavation earthwork. When arranging earthwork, users need to select different earthwork types according to the different components to which the earthwork is attached. Although earthwork arrangement can be realized, users need to judge the type of components, the operation is relatively complicated and inconvenient to use.

[0003] Therefore, it is necessary to provide a method and system for earthwork processing based on a graphic quantity calculation platform to simplify the user's operation of arranging earthwork. Summary of the invention

[0004] The purpose of the present invention is to provide a method and system for earthwork processing based on a graphic quantity calculation platform, so as to simplify the operation of earthwork arrangement for users.

[0005] In order to achieve the above object, the present invention provides the following technical solutions:

[0006] A method for processing earthwork and rockwork based on a graphic quantity calculation platform, comprising: obtaining component attribute information of a target component and earthwork attribute information corresponding to the target component based on an earthwork generation instruction; judging whether the earthwork bottom elevation is the cushion bottom elevation according to the earthwork attribute information; if the earthwork bottom elevation is the cushion bottom elevation, determining the cushion information based on the component attribute information of the target component, and determining the earthwork bottom shape based on the cushion information; if the earthwork bottom elevation is not the cushion bottom elevation, determining the bottom shape of the target component based on the component attribute information of the target component, and determining the earthwork bottom shape based on the bottom shape of the target component; obtaining the earthwork working surface width and earthwork slope coefficient based on the earthwork attribute information; creating an earthwork model based on the earthwork bottom shape, earthwork working surface width and earthwork slope coefficient; obtaining earthwork size information based on the earthwork model, and determining the earthwork type based on the earthwork size information according to preset rules.

[0007] A soil and rock processing system based on a graphic quantity calculation platform comprises an instruction acquisition module for acquiring soil and rock generation instructions; an soil and rock arrangement module for acquiring component attribute information of a target component and soil and rock attribute information corresponding to the target component based on the soil and rock generation instructions; judging whether the soil and rock bottom elevation is the cushion bottom elevation according to the soil and rock attribute information; if the soil and rock bottom elevation is the cushion bottom elevation, determining the cushion information based on the component attribute information of the target component, and determining the soil and rock bottom shape based on the cushion information; if The bottom elevation of the earthwork is not the bottom elevation of the cushion layer, the bottom shape of the target component is determined based on the component attribute information of the target component, and the bottom shape of the earthwork is determined based on the bottom shape of the target component; the earthwork working surface width and the earthwork slope coefficient are obtained based on the earthwork attribute information; an earthwork model is created based on the earthwork bottom shape, the earthwork working surface width and the earthwork slope coefficient; based on the earthwork model, the earthwork size information is obtained, and the earthwork type is determined based on the earthwork size information according to preset rules.

[0008] The beneficial effects of the present invention are:

[0009] When operating, users only need to arrange the earthwork directly without having to determine the type of earthwork. The earthwork is automatically generated based on the shape of the attached components and the earthwork parameters. When calculating the project volume, it will automatically determine whether to calculate based on foundation pit earthwork, foundation trench earthwork or large excavation earthwork based on the set data, which simplifies the operation process and makes it more convenient for users to use.

[0010] The above description is only an overview of the technical solution of the present invention. In order to more clearly understand the technical means of the present invention and implement it according to the contents of the specification, the following is a detailed description of the preferred embodiments of the present invention in conjunction with the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0011] The present application will be further described in the form of exemplary embodiments, which will be described in detail by way of the accompanying drawings. These embodiments are not restrictive, and in these embodiments, the same number represents the same structure, wherein:

[0012] Figure 1 is an exemplary block diagram of an earthwork processing system based on a graphic quantity calculation platform according to some embodiments of the present application;

[0013] Figure 2 It is an exemplary flow chart of a method for earthwork processing based on a graphic quantity calculation platform according to some embodiments of the present application.

[0014] In the figure, 100, an earthwork processing system based on a graphic quantity calculation platform. DETAILED DESCRIPTION

[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the following is a brief introduction to the drawings required for use in the description of the embodiments. Obviously, the drawings described below are only some examples or embodiments of the present application. For those of ordinary skill in the art, the present application can also be applied to other similar scenarios based on these drawings without paying creative work. It should be understood that these exemplary embodiments are provided only to enable technicians in the relevant fields to better understand and implement the present invention, and are not intended to limit the scope of the present invention in any way. Unless it is obvious from the language environment or otherwise explained, the same reference numerals in the figures represent the same structure or operation.

[0016] It should be understood that the "system", "device", "unit" and / or "module" used herein are a method for distinguishing different components, elements, parts, portions or assemblies at different levels. However, if other words can achieve the same purpose, the words can be replaced by other expressions.

[0017] As shown in this application and claims, unless the context clearly indicates an exception, the words "a", "an", "an" and / or "the" do not refer to the singular and may also include the plural. Generally speaking, the terms "comprises" and "includes" only indicate the inclusion of the steps and elements that have been clearly identified, and these steps and elements do not constitute an exclusive list. The method or device may also include other steps or elements.

[0018] Although the present application makes various references to certain modules or units in the system according to the embodiments of the present application, any number of different modules or units can be used and run on the client and / or server. The modules are illustrative only, and different aspects of the system and method can use different modules.

[0019] Flowcharts are used in the present application to illustrate the operations performed by the system according to the embodiments of the present application. It should be understood that the preceding or following operations are not necessarily performed accurately in order. On the contrary, the various steps may be processed in reverse order or simultaneously. At the same time, other operations may also be added to these processes, or one or more operations may be removed from these processes.

[0020] Figure 1 It is an exemplary block diagram of an earthwork processing system 100 based on a graphic quantity calculation platform according to some embodiments of the present application.

[0021] like Figure 1 As shown, the earthwork processing system 100 based on the graphic quantity calculation platform may include an instruction acquisition module and an earthwork arrangement module.

[0022] The instruction acquisition module can be used to obtain earthwork generation instructions.

[0023] The earthwork layout module can be used to obtain the component attribute information of the target component and the earthwork attribute information corresponding to the target component based on the earthwork generation instruction; determine whether the earthwork bottom elevation is the cushion bottom elevation according to the earthwork attribute information; if the earthwork bottom elevation is the cushion bottom elevation, determine the cushion information based on the component attribute information of the target component, and determine the earthwork bottom shape based on the cushion information; if the earthwork bottom elevation is not the cushion bottom elevation, determine the bottom shape of the target component based on the component attribute information of the target component, and determine the earthwork bottom shape based on the bottom shape of the target component; obtain the earthwork working surface width and earthwork slope coefficient based on the earthwork attribute information; create an earthwork model based on the earthwork bottom shape, earthwork working surface width and earthwork slope coefficient; obtain earthwork size information based on the earthwork model, and determine the earthwork type based on the earthwork size information according to preset rules.

[0024] For more information about the command acquisition module and earthwork arrangement module, see Figure 2 The related descriptions will not be repeated here.

[0025] Figure 2 is an exemplary flow chart of a method for processing earthwork based on a graphic quantity calculation platform according to some embodiments of the present application. Figure 2 As shown, a method for processing earthwork based on a graphic quantity calculation platform includes the following steps. In some embodiments, a method for processing earthwork based on a graphic quantity calculation platform can be implemented on an earthwork processing system 100 based on a graphic quantity calculation platform.

[0026] Step 210, obtaining earthwork generation instructions. In some embodiments, step 210 may be executed by an instruction acquisition module.

[0027] In some embodiments, the earthwork generation instruction is used to start the earthwork processing system 100 based on the graphic quantity calculation platform to generate earthwork.

[0028] In some embodiments, the instruction acquisition module can acquire earthwork generation instructions input by the user.

[0029] Step 220, obtaining component attribute information of the target component and earthwork attribute information corresponding to the target component. In some embodiments, step 220 may be performed by an earthwork arrangement module.

[0030] In some embodiments, the earthwork arrangement module may obtain component attribute information of the target component input by the user and earthwork attribute information corresponding to the target component.

[0031] Step 230, determine the bottom shape of the earthwork. In some embodiments, step 230 may be performed by an earthwork arrangement module.

[0032] In some embodiments, the earthwork arrangement module determining the earthwork bottom shape may include:

[0033] Determine whether the bottom elevation of the earthwork is the bottom elevation of the cushion layer according to the earthwork attribute information;

[0034] If the bottom elevation of the earthwork is the bottom elevation of the cushion layer, the cushion layer information is determined based on the component attribute information of the target component, and the shape of the bottom of the earthwork is determined based on the cushion layer information;

[0035] If the bottom elevation of the earthwork is not the bottom elevation of the cushion layer, the bottom shape of the target component is determined based on the component attribute information of the target component, and the bottom shape of the earthwork is determined based on the bottom shape of the target component.

[0036] In some embodiments, the earthwork arrangement module determines the cushion information based on the component attribute information of the target component, and determines the bottom shape of the earthwork based on the cushion information, which may include:

[0037] Judging whether there is a cushion layer in the component based on the component attribute information of the component;

[0038] If there is a cushion layer in the component, the bottom shape of the cushion layer is determined based on the component attribute information of the component, and the bottom shape of the earthwork is set as the bottom shape of the cushion layer;

[0039] If there is no cushion layer in the component, the bottom shape of the component is determined based on the component attribute information of the component, and the bottom shape of the earthwork is set as the bottom shape of the component.

[0040] Step 240, based on the earthwork attribute information, obtain the earthwork working surface width and the earthwork slope coefficient. In some embodiments, step 240 can be performed by an earthwork arrangement module.

[0041] In some embodiments, the earthwork arrangement module obtains the earthwork working surface width and the earthwork slope coefficient based on the earthwork attribute information, which may include:

[0042] Determine the component type based on the component attribute information of the target component, and determine the width of the earthwork working surface based on the component type;

[0043] The earthwork excavation method is determined based on the earthwork attribute information, and the earthwork slope coefficient is determined based on the earthwork excavation method, earthwork category and earthwork excavation depth. For example, the earthwork layout module can determine the earthwork slope coefficient based on the earthwork excavation depth. For example, (1) the earthwork excavation depth is within 1 meter, and slope is not considered; (2) the earthwork excavation depth is between 1.01 meters and 2.00 meters, and the earthwork slope coefficient is 1:0.5; (3) the earthwork excavation depth is between 2.01 meters and 4.00 meters, and the earthwork slope coefficient is 1:0.7; (4) the earthwork excavation depth is between 4.01 meters and 5.00 meters, and the earthwork slope coefficient is 1:1.

[0044] Step 250, creating an earthwork model based on the earthwork bottom shape, earthwork working surface width and earthwork slope coefficient. In some embodiments, step 250 can be performed by an earthwork arrangement module.

[0045] In some embodiments, the earthwork arrangement module can create an earthwork model based on the earthwork bottom shape, earthwork working surface width and earthwork slope coefficient through graphic quantity calculation software.

[0046] Step 260, based on the earthwork model, obtain earthwork size information, and determine the earthwork type based on the earthwork size information according to a preset rule. In some embodiments, step 260 can be performed by an earthwork arrangement module.

[0047] In some embodiments, the earthwork arrangement module determines the earthwork type based on the earthwork size information by using preset rules, which may include:

[0048] Determine whether the width of the earthwork meets the preset width range (e.g., 0 to 3 meters);

[0049] If the width of the earthwork is within the preset width range (for example, 0 to 3 meters),

[0050] Determine whether the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold (e.g., 3);

[0051] If the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold (e.g., 3), the earthwork type is foundation trench earthwork;

[0052] If the ratio of the earthwork length to the earthwork width is not greater than a preset ratio threshold (e.g., 3), determine whether the earthwork bottom area meets a preset area range (e.g., 0 to 20 square meters);

[0053] If the bottom area of ​​the earthwork meets the preset area range (for example, 0 to 20 square meters), the earthwork type is foundation pit earthwork;

[0054] If the bottom area of ​​the earthwork does not meet the preset area range (for example, 0 to 20 square meters), the earthwork type is large excavation earthwork;

[0055] If the width of the earthwork does not meet the preset width range (for example, 0 to 3 meters),

[0056] Determine whether the bottom area of ​​the earthwork meets the preset area range (for example, 0 to 20 square meters);

[0057] If the bottom area of ​​the earthwork meets the preset area range (for example, 0 to 20 square meters), the earthwork type is foundation pit earthwork;

[0058] If the bottom area of ​​the earthwork does not meet the preset area range (for example, 0 to 20 square meters), the earthwork type is large excavation earthwork.

[0059] In other embodiments of the present application, a soil and rock processing device based on a graphic quantity calculation platform is provided, comprising at least one processing device and at least one storage device; at least one storage device is used to store computer instructions, and at least one processing device is used to execute at least part of the computer instructions to implement the above-mentioned soil and rock processing method based on a graphic quantity calculation platform.

[0060] In some other embodiments of the present application, a computer-readable storage medium is provided, which stores computer instructions. When the computer instructions are executed by a processing device, the earthwork processing method based on the graphic quantity calculation platform as described above is implemented.

[0061] The basic concepts have been described above. Obviously, for those skilled in the art, the above detailed disclosure is only for example and does not constitute a limitation of the present application. Although not explicitly stated herein, those skilled in the art may make various modifications, improvements and amendments to the present application. Such modifications, improvements and amendments are suggested in the present application, so such modifications, improvements and amendments still belong to the spirit and scope of the exemplary embodiments of the present application.

[0062] At the same time, the present application uses specific words to describe the embodiments of the present application. For example, "one embodiment", "an embodiment", and / or "some embodiments" refer to a certain feature, structure or characteristic related to at least one embodiment of the present application. Therefore, it should be emphasized and noted that "one embodiment" or "an embodiment" or "an alternative embodiment" mentioned twice or more in different positions in this specification does not necessarily refer to the same embodiment. In addition, some features, structures or characteristics in one or more embodiments of the present application can be appropriately combined.

[0063] In addition, it will be appreciated by those skilled in the art that various aspects of the present application may be illustrated and described by a number of patentable categories or situations, including any new and useful process, machine, product or combination of substances, or any new and useful improvements thereto. Accordingly, various aspects of the present application may be performed entirely by hardware, entirely by software (including firmware, resident software, microcode, etc.), or by a combination of hardware and software. The above hardware or software may all be referred to as "data blocks", "modules", "engines", "units", "components" or "systems". In addition, various aspects of the present application may be represented as a computer product located in one or more computer-readable media, which includes computer-readable program code.

[0064] A computer storage medium may include a propagated data signal containing computer program code, for example, in baseband or as part of a carrier wave. The propagated signal may be in a variety of forms, including electromagnetic, optical, etc., or a suitable combination. A computer storage medium may be any computer-readable medium other than a computer-readable storage medium, which can be connected to an instruction execution system, device or apparatus to communicate, propagate or transmit the program for use. The program code on the computer storage medium may be transmitted via any suitable medium, including radio, cable, fiber optic cable, RF, or similar media, or any combination of the above media.

[0065] The computer program coding required for the operation of each part of the present application can be written in any one or more programming languages, including object-oriented programming languages ​​such as Java, Scala, Smalltalk, Eiffel, JADE, Emerald, C++, C#, VB.NET, Python, etc., conventional procedural programming languages ​​such as C language, Visual Basic, Fortran2003, Perl, COBOL 2002, PHP, ABAP, dynamic programming languages ​​such as Python, Ruby and Groovy, or other programming languages, etc. The program coding can be run completely on the user's computer, or run on the user's computer as an independent software package, or run partly on the user's computer and partly on the remote computer, or run completely on the remote computer or server. In the latter case, the remote computer can be connected to the user's computer through any network form, such as a local area network (LAN) or a wide area network (WAN), or connected to an external computer (e.g., via the Internet), or in a cloud computing environment, or used as a service such as software as a service (SaaS).

[0066] In addition, unless explicitly stated in the claims, the order of the processing elements and sequences described in this application, the use of alphanumeric characters, or the use of other names are not intended to limit the order of the processes and methods of this application. Although the above disclosure discusses some invention embodiments that are currently considered useful through various examples, it should be understood that such details are only for illustrative purposes, and the attached claims are not limited to the disclosed embodiments. On the contrary, the claims are intended to cover all modifications and equivalent combinations that are consistent with the essence and scope of the embodiments of this application. For example, although the system components described above can be implemented by hardware devices, they can also be implemented only by software solutions, such as installing the described system on an existing server or mobile device.

[0067] Similarly, it should be noted that in order to simplify the description of the disclosure of this application and thus help understand one or more embodiments of the invention, in the above description of the embodiments of this application, multiple features are sometimes combined into one embodiment, figure or description thereof. However, this disclosure method does not mean that the features required by the object of this application are more than the features mentioned in the claims. In fact, the features of the embodiments are less than all the features of the single embodiment disclosed above.

[0068] In some embodiments, numbers describing the number of components and attributes are used. It should be understood that such numbers used in the description of the embodiments are modified by the modifiers "about", "approximately" or "substantially" in some examples. Unless otherwise specified, "about", "approximately" or "substantially" indicate that the numbers are allowed to vary by ±20%. Accordingly, in some embodiments, the numerical parameters used in the specification and claims are approximate values, which may change according to the required features of individual embodiments. In some embodiments, the numerical parameters should take into account the specified significant digits and adopt the general method of retaining digits. Although the numerical domains and parameters used to confirm the breadth of their range in some embodiments of the present application are approximate values, in specific embodiments, the setting of such numerical values ​​is as accurate as possible within the feasible range.

[0069] Each patent, patent application, patent application disclosure, and other materials, such as articles, books, instructions, publications, documents, etc., cited in this application are hereby incorporated by reference in their entirety. Except for application history documents that are inconsistent with or conflicting with the content of this application, documents that limit the broadest scope of the claims of this application (currently or later attached to this application) are also excluded. It should be noted that if the description, definition, and / or use of terms in the attached materials of this application are inconsistent or conflicting with the content of this application, the description, definition, and / or use of terms in this application shall prevail.

[0070] Finally, it should be understood that the embodiments described in this application are only used to illustrate the principles of the embodiments of the present application. Other variations may also fall within the scope of the present application. Therefore, as an example and not a limitation, the alternative configurations of the embodiments of the present application may be considered to be consistent with the teachings of the present application. Accordingly, the embodiments of the present application are not limited to the embodiments explicitly introduced and described in the present application.

Claims

1. A method for earthwork processing based on a graphic quantity calculation platform, characterized in that: include: Based on the earthwork generation command, Acquire component attribute information of a target component and earthwork attribute information corresponding to the target component; Determine whether the bottom elevation of the earthwork is the bottom elevation of the cushion layer according to the earthwork attribute information; If the earthwork bottom elevation is the cushion layer bottom elevation, cushion layer information is determined based on the component attribute information of the target component, and the shape of the earthwork bottom is determined based on the cushion layer information; If the bottom elevation of the earthwork is not the bottom elevation of the cushion layer, determining the bottom shape of the target component based on the component attribute information of the target component, and determining the bottom shape of the earthwork based on the bottom shape of the target component; Based on the earthwork attribute information, the width of the earthwork working surface and the earthwork slope coefficient are obtained; Creating an earthwork model based on the bottom shape of the earthwork, the width of the earthwork working surface and the earthwork slope coefficient; Based on the earthwork model, obtaining earthwork size information, and determining the earthwork type based on the earthwork size information according to a preset rule, wherein the earthwork size information includes earthwork length, earthwork width and earthwork bottom area; The determining the earthwork type based on the earthwork size information by using a preset rule includes: Determining whether the width of the earthwork meets a preset width range; If the width of the earthwork meets the preset width range, Determine whether the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold; If the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold, the earthwork type is foundation pit earthwork; If the ratio of the earthwork length to the earthwork width is not greater than the preset ratio threshold, determining whether the bottom area of ​​the earthwork meets the preset area range; If the bottom area of ​​the earthwork meets the preset area range, the earthwork type is foundation pit earthwork; If the bottom area of ​​the earthwork does not meet the preset area range, the earthwork type is large excavation earthwork; If the width of the earthwork does not meet the preset width range, Determine whether the bottom area of ​​the earthwork meets the preset area range; If the bottom area of ​​the earthwork meets the preset area range, the earthwork type is foundation pit earthwork; If the bottom area of ​​the earthwork does not meet the preset area range, the earthwork type is large excavation earthwork.

2. The earthwork processing method based on the graphic quantity calculation platform according to claim 1 is characterized in that: The obtaining of the earthwork working surface width and the earthwork slope coefficient based on the earthwork attribute information includes: Determine the component type based on the component attribute information of the target component, and determine the earthwork working surface width based on the component type; The earthwork excavation method is determined based on the earthwork attribute information, and the earthwork slope coefficient is determined based on the earthwork excavation method, the earthwork type and the earthwork excavation depth.

3. The earthwork processing method based on the graphic quantity calculation platform according to claim 2 is characterized in that: The step of determining cushion information based on the component attribute information of the target component, and determining the bottom shape of the earthwork based on the cushion information, comprises: Determining whether there is a cushion layer in the component based on the component attribute information of the component; If the cushion layer exists in the component, determine the bottom shape of the cushion layer based on the component attribute information of the component, and set the bottom shape of the earthwork to the bottom shape of the cushion layer; If the cushion layer does not exist in the component, the bottom shape of the component is determined based on the component attribute information of the component, and the bottom shape of the earthwork is set as the bottom shape of the component.

4. An earthwork processing system based on a graphic quantity calculation platform, characterized in that: include: Instruction acquisition module, used to obtain earthwork generation instructions; An earthwork arrangement module is used to obtain component attribute information of a target component and earthwork attribute information corresponding to the target component based on the earthwork generation instruction; and determine whether the earthwork bottom elevation is the cushion bottom elevation according to the earthwork attribute information; If the earthwork bottom elevation is the cushion layer bottom elevation, cushion layer information is determined based on the component attribute information of the target component, and the shape of the earthwork bottom is determined based on the cushion layer information; If the bottom elevation of the earthwork is not the bottom elevation of the cushion layer, determining the bottom shape of the target component based on the component attribute information of the target component, and determining the bottom shape of the earthwork based on the bottom shape of the target component; Based on the earthwork attribute information, the width of the earthwork working surface and the earthwork slope coefficient are obtained; Creating an earthwork model based on the bottom shape of the earthwork, the width of the earthwork working surface and the earthwork slope coefficient; acquiring earthwork dimension information based on the earthwork model, and determining the earthwork type based on the earthwork dimension information according to preset rules, wherein the earthwork dimension information includes the length of the earthwork, the width of the earthwork and the bottom area of ​​the earthwork; The determining the earthwork type based on the earthwork size information by using a preset rule includes: Determining whether the width of the earthwork meets a preset width range; If the width of the earthwork meets the preset width range, Determine whether the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold; If the ratio of the earthwork length to the earthwork width is greater than a preset ratio threshold, the earthwork type is foundation pit earthwork; If the ratio of the earthwork length to the earthwork width is not greater than the preset ratio threshold, determining whether the bottom area of ​​the earthwork meets the preset area range; If the bottom area of ​​the earthwork meets the preset area range, the earthwork type is foundation pit earthwork; If the bottom area of ​​the earthwork does not meet the preset area range, the earthwork type is large excavation earthwork; If the width of the earthwork does not meet the preset width range, Determine whether the bottom area of ​​the earthwork meets the preset area range; If the bottom area of ​​the earthwork meets the preset area range, the earthwork type is foundation pit earthwork; If the bottom area of ​​the earthwork does not meet the preset area range, the earthwork type is large excavation earthwork.

5. The earthwork processing system based on the graphic quantity calculation platform according to claim 4 is characterized in that: The earthwork arrangement module is also used for: Determine the component type based on the component attribute information of the target component, and determine the earthwork working surface width based on the component type; The earthwork excavation method is determined based on the earthwork attribute information, and the earthwork slope coefficient is determined based on the earthwork excavation method, the earthwork type and the earthwork excavation depth.

6. The earthwork processing system based on the graphic quantity calculation platform according to claim 5 is characterized in that: The earthwork arrangement module is also used for: Determining whether there is a cushion layer in the component based on the component attribute information of the component; If the cushion layer exists in the component, determine the bottom shape of the cushion layer based on the component attribute information of the component, and set the bottom shape of the earthwork to the bottom shape of the cushion layer; If the cushion layer does not exist in the component, the bottom shape of the component is determined based on the component attribute information of the component, and the bottom shape of the earthwork is set as the bottom shape of the component.

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