Benching foundation earthwork quantity computerized method

Abstract

The application provides a method for calculating the earthwork quantity of a slope foundation, which comprises the following steps: a step of establishing an auxiliary graphic element component by using a valve plate module; a step of dividing the auxiliary graphic element component into a plurality of auxiliary graphic elements and adjusting parameters of the auxiliary graphic elements; a step of calculating the excavation engineering quantity according to the adjusted auxiliary graphic elements; and a step of calculating the backfill engineering quantity according to the auxiliary graphic elements in the backfill range. In the application, the auxiliary graphic element component is first established, then divided and adjusted, and then the excavation engineering quantity and the backfill engineering quantity in the backfill range are calculated. The method does not need manual calculation, is simple and convenient to calculate, improves the calculation efficiency, saves the calculation time, ensures the accuracy of the engineering quantity calculation, and improves the accuracy of the engineering quantity calculation.

Description

Technical Field

[0001] This invention relates to the field of engineering quantity calculation technology, and more specifically, to a computerized method for calculating the earthwork quantity of slope foundation engineering. Background Technology

[0002] In construction engineering, the foundation excavation elevation is often high and the excavation structure is complex. The earthwork volume of the foundation is often calculated manually, which can lead to a tedious calculation process, a large workload, and reduced calculation efficiency and accuracy. Summary of the Invention

[0003] In view of this, the present invention proposes a computerized method for calculating the earthwork volume of slope foundations, which aims to solve the problem that relying on manual calculation of earthwork volume for multiple slope foundations in the prior art easily reduces the calculation efficiency and accuracy.

[0004] This invention proposes a computerized method for calculating the earthwork volume of a slope foundation. The method includes the following steps: a creation step, which uses a valve plate module to create auxiliary graphic element components; a segmentation step, which divides the auxiliary graphic element components into multiple auxiliary graphic elements and adjusts the parameters of each auxiliary graphic element; an excavation volume calculation step, which calculates the excavation volume based on the adjusted auxiliary graphic elements; and a backfill volume calculation step, which calculates the backfill volume based on each auxiliary graphic element within the backfill area.

[0005] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, in the establishment step, the top elevation of the auxiliary graphic element components is drawn according to the earthwork excavation range in the design drawings.

[0006] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, during the establishment step, the thickness of the auxiliary graphic element is set when establishing the auxiliary graphic element.

[0007] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, the segmentation step further includes: a segmentation sub-step, which divides the auxiliary graphic element component into multiple auxiliary graphic elements according to different elevations in the design drawings; an adjustment sub-step, which adjusts the plane elevation of the auxiliary graphic elements according to the design drawings; and a slope sub-step, which adjusts the slope of the auxiliary graphic elements according to the design drawings.

[0008] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, in the adjustment sub-step, the elevation of the auxiliary elements is set according to the design drawings and the thickness of the auxiliary element components.

[0009] Furthermore, in the above-mentioned method for calculating the earthwork volume of the foundation slope, in the slope step, the auxiliary graphic element whose slope needs to be adjusted is selected. Based on the design drawings and the thickness of the auxiliary graphic element components, the inclined plate is defined using three points. The top elevation of two points and the bottom elevation of one point are input to form the slope slope graphic element.

[0010] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, in the slope sub-step, the top elevation of the two input points is the elevation after adding the thickness of the auxiliary element components to the top elevation of the two points in the design drawings, and the bottom elevation of the input point is the elevation after adding the thickness of the auxiliary element components to the bottom elevation of that point in the design drawings.

[0011] Furthermore, in the above-mentioned method for calculating the earthwork volume of the slope foundation, in the step of calculating the excavation volume, earthwork excavation components are established, each adjusted auxiliary element is selected, and earthwork elements are drawn based on each adjusted auxiliary element, and then the excavation volume is calculated.

[0012] Furthermore, in the above-mentioned computerized method for calculating the earthwork volume of the slope foundation, the backfill volume calculation step further includes: a deletion sub-step, which deletes auxiliary elements within the scope of the solid foundation according to the design drawings, and retains auxiliary elements within the scope of the backfill; and a calculation sub-step, which establishes earthwork backfill components, selects each adjusted auxiliary element within the scope of the backfill, draws earthwork elements based on the selected auxiliary elements, and then calculates the backfill volume.

[0013] In this invention, auxiliary graphic elements are first established, then the auxiliary graphic elements are divided and adjusted, and then the excavation volume and the backfill volume within the backfill range are calculated. No manual calculation is required, the calculation is simple and convenient, the calculation efficiency is improved, the calculation time is saved, and the calculation of the volume of the project is guaranteed to be accurate, thus improving the accuracy of the calculation of the volume of the project. This solves the problem that the calculation efficiency and accuracy of the foundation earthwork volume of multiple slope excavation in the prior art are easily reduced by manual calculation. Attached Figure Description

[0014] Various other advantages and benefits will become apparent to those skilled in the art upon reading the following detailed description of preferred embodiments. The accompanying drawings are for illustrative purposes only and are not intended to limit the invention. Furthermore, the same reference numerals denote the same parts throughout the drawings. In the drawings:

[0015] Figure 1 A flowchart of a method for calculating the earthwork volume of a slope foundation provided in an embodiment of the present invention;

[0016] Figure 2 A schematic diagram illustrating the establishment of auxiliary graphic elements in the method for calculating the earthwork volume of slope foundations provided in this embodiment of the invention.

[0017] Figure 3 A flowchart of the segmentation steps in the method for calculating the earthwork volume of slope foundations provided in this embodiment of the invention;

[0018] Figure 4 A schematic diagram illustrating the elevation compilation of the adjustment sub-step in the computer-aided method for calculating earthwork volume of slope foundation provided in an embodiment of the present invention;

[0019] Figure 5 A schematic diagram of the adjustment sub-step in the method for calculating the earthwork volume of slope foundation provided in an embodiment of the present invention;

[0020] Figure 6 A schematic diagram of the elevation of the slope excavation step in the computer-aided method for calculating the earthwork volume of the slope foundation provided in this embodiment of the invention;

[0021] Figure 7 A schematic diagram of the slope protection step in the method for calculating the earthwork volume of a slope protection foundation provided in an embodiment of the present invention.

[0022] Figure 8 A top view of each auxiliary graphic element in the method for calculating the earthwork volume of slope foundation provided in the embodiments of the present invention;

[0023] Figure 9 A bottom-view schematic diagram of each auxiliary element in the method for calculating the earthwork volume of slope foundation provided in the embodiments of the present invention;

[0024] Figure 10 A flowchart of the backfill volume calculation steps in the method for calculating the earthwork volume of slope foundation provided in this embodiment of the invention;

[0025] Figure 11 A top view of each auxiliary element within the backfill area in the computer-aided method for calculating earthwork volume of slope foundation provided in an embodiment of the present invention;

[0026] Figure 12 This is a bottom view of each auxiliary element within the backfill area in the computer-aided method for calculating the earthwork volume of a slope foundation provided in an embodiment of the present invention. Detailed Implementation

[0027] Exemplary embodiments of the present disclosure will now be described in more detail with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be implemented in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided to enable a more thorough understanding of the present disclosure and to fully convey the scope of the disclosure to those skilled in the art. It should be noted that, unless otherwise specified, the embodiments and features described herein can be combined with each other. The present invention will now be described in detail with reference to the accompanying drawings and embodiments.

[0028] See Figure 1 , Figure 1 The flowchart illustrates the computer-aided calculation method for earthwork volume of slope foundations provided in this embodiment of the invention. As shown in the figure, the computer-aided calculation method for earthwork volume of slope foundations includes the following steps:

[0029] Step S1 is established by using the valve plate module to create auxiliary graphic components.

[0030] Specifically, see Figure 2 Using the valve plate module, input parameters such as the name, material, concrete grade, concrete strength grade, concrete admixture, and pumping type of auxiliary components according to the design drawings.

[0031] When creating auxiliary graphic elements, set the thickness of the auxiliary graphic elements.

[0032] Draw the top elevation of auxiliary elements based on the earthwork excavation area in the design drawings.

[0033] In this embodiment, the auxiliary graphic element is an auxiliary plate, the thickness of the auxiliary graphic element is set to 100mm, the top elevation of the auxiliary graphic element is input as -0.03, and the auxiliary graphic element is drawn.

[0034] In segmentation step S2, the auxiliary graphic element component is segmented into multiple auxiliary graphic elements, and the parameters of each auxiliary graphic element are adjusted.

[0035] Specifically, the auxiliary graphic elements are divided according to different elevations in the design drawings, and the horizontal plane elevation and slope of each divided auxiliary graphic element are adjusted.

[0036] See Figure 3 The segmentation step S2 further includes:

[0037] In sub-step S21, the auxiliary graphic element component is divided into multiple auxiliary graphic elements according to different elevations in the design drawings.

[0038] In this embodiment, the auxiliary plate is divided according to different elevations in the design drawings.

[0039] Adjust sub-step S22 to adjust the plane elevation of the auxiliary elements according to the design drawings.

[0040] Specifically, the elevation of the auxiliary elements is set according to the design drawings and the thickness of the auxiliary element components.

[0041] The top elevation of the auxiliary element is obtained by adding the thickness of the auxiliary element component to the top elevation in the design drawing. The bottom elevation can be automatically obtained by inputting the top elevation and based on the height of the auxiliary element in the design drawing.

[0042] See Figure 4 and Figure 5 In this embodiment, taking three auxiliary graphic elements as an example, inputting the bottom elevations as -10.3m, -12.075m, and -11.475m will automatically yield the corresponding top elevations. The principle behind inputting the bottom and top elevations is the same.

[0043] Step S23: Adjust the slope of the auxiliary elements according to the design drawings.

[0044] Specifically, among the segmented auxiliary elements, some need to have their slope adjusted, while others do not. For the auxiliary elements that need to have their slope adjusted, the slope should be adjusted according to the design drawings.

[0045] Select the auxiliary element whose slope needs adjustment. Based on the design drawings and the thickness of the auxiliary element component, define a slope using three points. Input the top elevation of two points and the bottom elevation of one point to create a sloped element. Specifically, BIM software has a function to define a slope using three points. Open this function, input the top elevation of two points and the bottom elevation of one point to create a sloped element, thus adjusting the slope of the auxiliary element.

[0046] The top elevation of the two input points is the elevation of the two points in the design drawing plus the thickness of the auxiliary element component. The bottom elevation of the input point is the elevation of the bottom of that point in the design drawing plus the thickness of the auxiliary element component.

[0047] For example: see Figure 6 and Figure 7 The slope is created by editing three points from elevation -9.6 to -14.257m, and the slope parameters are -9.5, -9.5, and -14.157m.

[0048] Step S3 for calculating the excavation volume: Calculate the excavation volume based on the adjusted auxiliary elements.

[0049] Specifically, see Figure 8 and Figure 9 Create earthwork excavation components, select the adjusted auxiliary elements, and intelligently draw earthwork elements based on the adjusted auxiliary elements, then calculate the excavation volume.

[0050] More specifically, select all auxiliary elements after adjusting the plane elevation and slope in the segmentation step S2, intelligently draw earthwork elements based on all auxiliary elements, and automatically calculate the excavation volume using BIM software.

[0051] Step S4 for calculating the backfill volume: Calculate the backfill volume based on each auxiliary element within the backfill area.

[0052] Specifically, see Figure 10 The backfill quantity calculation step S4 further includes:

[0053] In the deletion sub-step S41, according to the design drawings, delete the auxiliary elements within the entity foundation area, and retain the auxiliary elements within the backfill area.

[0054] Specifically, see Figure 11 and Figure 12 The solid foundation area is the actual construction area, and the backfill area is the area that needs to be backfilled. Delete the auxiliary elements placed within the solid foundation area, and retain the auxiliary elements within the backfill area.

[0055] In sub-step S422, the earthwork backfill component is established, the adjusted auxiliary elements within the backfill range are selected, and the earthwork elements are automatically drawn based on the selected auxiliary elements. Then the backfill volume is calculated.

[0056] Specifically, in step S2, all auxiliary elements within the backfill area of ​​the auxiliary elements after adjusting the plane elevation and slope are selected, and earthwork elements are intelligently drawn based on these selected auxiliary elements. The backfill volume is then automatically calculated using BIM software.

[0057] As can be seen, in this embodiment, auxiliary graphic elements are first established, then the auxiliary graphic elements are divided and adjusted, and then the excavation volume and the backfill volume within the backfill range are calculated. No manual calculation is required, the calculation is simple and convenient, the calculation efficiency is improved, the calculation time is saved, and the calculation of the quantity of work can be guaranteed to be accurate, thus improving the accuracy of the quantity of work calculation. This solves the problem that relying on manual calculation of the foundation earthwork volume for multiple slopes in the prior art can easily reduce the calculation efficiency and accuracy.

[0058] It should be noted that in the description of this invention, the terms "upper", "lower", "left", "right", "inner", "outer", etc., which indicate directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings. This is only for the convenience of description and is not intended to indicate or imply that the device or element must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, it should not be construed as a limitation of this invention.

[0059] Furthermore, it should be noted that, in the description of this invention, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this invention according to the specific circumstances.

[0060] Obviously, those skilled in the art can make various modifications and variations to this invention without departing from its spirit and scope. Therefore, if these modifications and variations fall within the scope of the claims of this invention and their equivalents, this invention also intends to include these modifications and variations.

Claims

1. A computerized method for calculating the earthwork volume of slope foundations, characterized in that, Includes the following steps: Establish the steps, using the valve plate module to create auxiliary graphic components; The segmentation step involves dividing the auxiliary graphic element component into multiple auxiliary graphic elements and adjusting the parameters of each auxiliary graphic element. The steps for calculating the excavation volume are as follows: calculate the excavation volume based on the adjusted auxiliary elements described above; The backfilling quantity calculation steps are as follows: calculate the backfilling quantity based on each of the auxiliary elements within the backfilling area; In the establishment step Draw the top elevation of the auxiliary graphic element components according to the earthwork excavation range in the design drawings; In the establishment step When creating the auxiliary graphic element component, the thickness of the auxiliary graphic element component is set; The segmentation step further includes: The segmentation sub-step involves dividing the auxiliary graphic element component into multiple auxiliary graphic elements according to different elevations in the design drawings; The adjustment sub-step involves adjusting the plane elevation of the auxiliary elements according to the design drawings. The slope setting step involves adjusting the slope of the auxiliary elements according to the design drawings. In the adjustment sub-step The elevation of the auxiliary element is set according to the design drawings and the thickness of the auxiliary element component; In the slope laying step Select the auxiliary graphic element whose slope needs to be adjusted. Based on the design drawings and the thickness of the auxiliary graphic element component, define the inclined plate using three points, input the top elevation of two points and the bottom elevation of one point to form the slope grading graphic element. In the slope laying step The top elevation of the two input points is the elevation of the two points in the design drawing plus the thickness of the auxiliary element component. The bottom elevation of the input point is the elevation of the bottom of that point in the design drawing plus the thickness of the auxiliary element component.

2. The method for calculating the earthwork volume of slope foundations according to claim 1, characterized in that, In the steps of calculating the excavation volume, Create earthwork excavation components, select the adjusted auxiliary elements, draw earthwork elements based on the adjusted auxiliary elements, and then calculate the excavation volume.

3. The method for calculating the earthwork volume of slope foundations according to claim 1, characterized in that, The calculation steps for the backfill volume further include: In the deletion sub-step, according to the design drawings, the auxiliary elements within the scope of the entity foundation are deleted, while the auxiliary elements within the backfill scope are retained; The calculation sub-step involves creating earthwork backfill components, selecting the adjusted auxiliary elements within the backfill area, drawing earthwork elements based on the selected auxiliary elements, and then calculating the backfill volume.

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