CN110992475A - Method, system and medium for rapidly calculating engineering quantity of any part of large-volume concrete in hydraulic and hydroelectric engineering - Google Patents
Method, system and medium for rapidly calculating engineering quantity of any part of large-volume concrete in hydraulic and hydroelectric engineering Download PDFInfo
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Abstract
The invention discloses a method, a system and a medium for rapidly calculating the engineering quantity of any part of large-volume concrete of a hydraulic and hydroelectric engineering, wherein the method comprises the steps of obtaining a three-dimensional model of the large-volume concrete; building a calculated engineering quantity function of the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by using built-in nodes of the BIM software to obtain a calculated engineering quantity function based on the BIM software; and inputting the elevation and the pile number of the designated part in the three-dimensional model into a calculated engineering quantity function based on BIM software for calculation to obtain the calculated engineering quantity of the designated part. The method can realize rapid calculation of the engineering quantity of any part of mass concrete, has high accuracy, can avoid human calculation errors, is convenient for settlement, improves the project management efficiency, and has the advantages of high speed, high precision and the like.
Description
Technical Field
The invention relates to the field of hydraulic and hydroelectric engineering, in particular to a method, a system and a medium for quickly calculating the engineering quantity of any part of mass concrete in the hydraulic and hydroelectric engineering.
Background
The engineering quantity calculation is a complex and tedious work, and in the water conservancy and hydropower engineering, a large-volume concrete structure is complex, the number of internal holes is large, the manual calculation according to a two-dimensional drawing is easy to cause the missing calculation, the wrong calculation and the repeated calculation of the engineering quantity, and simultaneously, the time and the labor are wasted, and the settlement progress is directly influenced.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: aiming at the technical problems in the prior art, the invention provides a method, a system and a medium for quickly calculating the engineering quantity of any part of large-volume concrete of the hydraulic and hydroelectric engineering.
In order to solve the technical problems, the invention adopts the following technical scheme:
a method for rapidly calculating the engineering quantity of any part of large-volume concrete of hydraulic and hydroelectric engineering comprises the following implementation steps:
1) obtaining a three-dimensional model of mass concrete;
2) building a calculated engineering quantity function of the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by using built-in nodes of the BIM software to obtain a calculated engineering quantity function based on the BIM software;
3) and inputting the elevation and the pile number of the designated part in the three-dimensional model into a calculated engineering quantity function based on BIM software for calculation to obtain the calculated engineering quantity of the designated part.
Optionally, before the step 1), a three-dimensional model of the large-volume concrete is created in the original engineering coordinate system according to a two-dimensional drawing of the large-volume concrete, and position information in the three-dimensional model of the large-volume concrete corresponds to the elevation and the pile number.
Optionally, the detailed steps of step 2) include:
2.1) cutting the three-dimensional model by setting a plane with a larger elevation, and extracting model data of a lower part of the three-dimensional model, wherein the larger elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.2) cutting the three-dimensional model by setting a plane with a smaller elevation, and extracting model data of the upper part of the three-dimensional model, wherein the smaller elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.3) cutting the three-dimensional model by setting a plane where a large pile number is located, and extracting model data of a left part of the three-dimensional model, wherein the large pile number is an input parameter of a calculation engineering quantity function based on BIM software;
2.4) cutting the three-dimensional model by setting a plane where a small pile number is located, and extracting model data of a right part of the three-dimensional model, wherein the small pile number is an input parameter of a calculated engineering quantity function based on BIM software;
2.5) carrying out engineering quantity calculation on the finally extracted part by utilizing the volume calculation node, thereby obtaining a calculation engineering quantity function based on BIM software.
Optionally, the cutting of the three-dimensional model specifically refers to cutting of the three-dimensional model by using a geometry.split node built in the BIM software.
Optionally, the extracting the three-dimensional model specifically refers to extracting by using a list.
Optionally, the specifically performing engineering quantity calculation on the finally extracted part by using the volume calculation node refers to performing engineering quantity calculation on the finally extracted part by using a solid.
Optionally, when the elevation and the pile number of the designated part in the three-dimensional model are input into the calculated engineering quantity function based on the BIM software in the step 3), the input sequence is a larger elevation, a smaller elevation, a larger pile number and a smaller pile number.
The invention also provides a system for rapidly calculating the engineering quantity of any part of the large-volume concrete in the hydraulic and hydroelectric engineering, which comprises the following steps:
a three-dimensional model determination program unit for obtaining a three-dimensional model of the mass concrete;
the calculation function modeling program unit is used for creating an engineering quantity calculation function for the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by utilizing built-in nodes of the BIM software to obtain a calculation engineering quantity function based on the BIM software;
and the parameter input and calculation program unit is used for inputting the elevation and the pile number of the designated part in the three-dimensional model into the calculated engineering quantity function operation based on the BIM software to obtain the calculated engineering quantity of the designated part.
The invention also provides a system for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering, which comprises a computer device, wherein the computer device is programmed or configured to execute the steps of the method for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering, or a computer program which is programmed or configured to execute the method for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering is stored on a memory of the computer device.
The present invention also provides a computer readable storage medium having stored thereon a computer program programmed or configured to perform the method of the hydraulic and hydro-power engineering bulk concrete for rapid calculation of the engineering quantity at any location.
Compared with the prior art, the invention has the following advantages: the method comprises the steps of obtaining a three-dimensional model of mass concrete; building a calculated engineering quantity function of the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by using built-in nodes of the BIM software to obtain a calculated engineering quantity function based on the BIM software; the elevation and the pile number of the designated part in the three-dimensional model are input into the BIM software-based calculated engineering quantity function to calculate to obtain the calculated engineering quantity of the designated part, so that the engineering quantity of any part of the mass concrete of the hydraulic and hydroelectric engineering can be quickly calculated, the accuracy is high, the artificial calculation error can be avoided, the settlement is convenient to handle, and the project management efficiency is improved.
Drawings
Fig. 1 is an example of a large-volume concrete three-dimensional model (a certain engineering plant) in the embodiment of the present invention.
FIG. 2 is a schematic diagram of a basic flow of a method according to an embodiment of the present invention.
Fig. 3 is a schematic diagram of the function model established in step 2.1) of the embodiment of the present invention.
Fig. 4 is a schematic diagram of the function model established in step 2.2) of the embodiment of the present invention.
Fig. 5 is a schematic diagram of the function model established in step 2.3) of the embodiment of the present invention.
Fig. 6 is a schematic diagram of the function model established in step 2.4) of the embodiment of the present invention.
Fig. 7 is a schematic diagram of the function model established in step 2.5) of the embodiment of the present invention.
Fig. 8 is a schematic diagram of the function model established in step 3) according to the embodiment of the present invention.
Detailed Description
The method, system and medium for rapidly calculating the engineering quantity of any part of the large-volume concrete in the hydraulic and hydroelectric engineering of the invention are further described in detail by taking a certain engineering plant shown in fig. 1 as an example and combining the drawings and specific embodiments of the specification.
As shown in fig. 2, the implementation steps of the method for rapidly calculating the engineering quantity of any part of the large-volume concrete in the hydraulic and hydroelectric engineering of the embodiment include:
1) obtaining a three-dimensional model of mass concrete;
2) building a calculated engineering quantity function of the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by using built-in nodes of the BIM software to obtain a calculated engineering quantity function based on the BIM software;
3) and inputting the elevation and the pile number of the designated part in the three-dimensional model into a calculated engineering quantity function based on BIM software for calculation to obtain the calculated engineering quantity of the designated part.
In this embodiment, before the step 1), a three-dimensional model of the large-volume concrete is created in the original engineering coordinate system according to a two-dimensional drawing of the large-volume concrete, and position information in the three-dimensional model of the large-volume concrete corresponds to an elevation and a pile number, so as to ensure accuracy of calculation. It is of course also possible to directly enter a three-dimensional model of the concrete of a desired volume.
In this embodiment, the detailed steps of step 2) include:
2.1) cutting the three-dimensional model by setting a plane with a larger elevation, and extracting model data of a lower part of the three-dimensional model, wherein the larger elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.2) cutting the three-dimensional model by setting a plane with a smaller elevation, and extracting model data of the upper part of the three-dimensional model, wherein the smaller elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.3) cutting the three-dimensional model by setting a plane where a large pile number is located, and extracting model data of a left part of the three-dimensional model, wherein the large pile number is an input parameter of a calculation engineering quantity function based on BIM software;
2.4) cutting the three-dimensional model by setting a plane where a small pile number is located, and extracting model data of a right part of the three-dimensional model, wherein the small pile number is an input parameter of a calculated engineering quantity function based on BIM software;
2.5) carrying out engineering quantity calculation on the finally extracted part by utilizing the volume calculation node, thereby obtaining a calculation engineering quantity function based on BIM software.
In this embodiment, cutting the three-dimensional model specifically means cutting the three-dimensional model by using a geometry.split node built in the BIM software; extracting the three-dimensional model specifically means extracting by using a List. The specific step of carrying out engineering quantity calculation on the finally extracted part by using the volume calculation node is to carry out engineering quantity calculation on the finally extracted part by using a solid.
In step 2.1) of this embodiment, a plane in which a large elevation value (the elevation value is self-defined but cannot exceed an elevation range in which the model is located) is located is used, the model is cut by using geometry. Of the nodes preceding the geometry.split node in the function model shown in fig. 3, the Code Block node is used to write design script Code directly, here acting to assign a direct value of 0, the plane.xy node is used to create a plane in the world coordinate system XY plane, the geometry.translate node is used to translate the geometry in the direction X, Y, X with a given displacement, here acting to move the XY plane in the Z direction by 20m, and the list.getitemtatindex node preceding the geometry.split node is used to extract a specified item from a specified list.
In step 2.2) of this embodiment, a plane in which a smaller elevation value (the elevation value is self-defined but cannot exceed an elevation range in which the model is located) is used, the model is cut by using geometry. Of the nodes preceding the geometry.split node in the function model shown in fig. 4, the Code Block node is used to write the design script Code directly, here acting as a direct assignment of 1, the plane.xy node is used to create a plane in the world coordinate system XY plane, and the geometry.transform node is used to translate the geometry in the direction X, Y, X with a given displacement, here acting to move the XY plane by 1m in the Z direction.
In this embodiment, in step 2.3), the model is cut by using the geocity node with a larger pile number value (the pile number value is self-defined, but cannot exceed the pile number range where the model is located) in the plane, and then the left-side partial model is extracted by using the list. Of the nodes preceding the geometry.split node in the function model shown in fig. 5, the Code Block node is used to write the design script Code directly, here acting as direct assignment of 40, the plane.xz node is used to create a plane in the world coordinate system XZ plane, and the geometry.translate node is used to translate the geometry in the direction X, Y, X with a given displacement, here acting to move the XZ plane by 40m in the Y direction.
In step 2.4) of this embodiment, the model is cut by using the geometry.split node with a plane where a smaller pile number value (the pile number value is self-defined but cannot exceed the pile number range where the model is located) is located, and then the right-side partial model is extracted by using the list.getitemandidex node, where the corresponding function model is shown in fig. 6. Of the nodes preceding the geometry.split node in the function model shown in fig. 6, the Code Block node is used to write the design script Code directly, here acting as a direct assignment of-10, the plane.xz node is used to create a plane in the world coordinate system XZ plane, and the geometry.translate node is used to translate the geometry towards X, Y, X with a given displacement, here acting to move the XZ plane by-10 m in the Y direction.
In step 2.5) of this embodiment, the last extracted model is calculated by using the solid volume node, and the corresponding function model is shown in fig. 7, where the Watch node behind the solid volume node is used to visualize the output content of the node, and this point is used to view the volume of the geometric body.
In this embodiment, when the elevation and the pile number of the designated part in the three-dimensional model are input into the calculated engineering quantity function based on the BIM software in step 3), the input sequence is a larger elevation, a smaller elevation, a larger pile number and a smaller pile number. In this embodiment, the function model corresponding to step 3) is shown in fig. 8, where four parameters of the larger elevation, the smaller elevation, the larger pile number, and the smaller pile number are arranged according to an input sequence, and the right side is provided with an adjusting control for conveniently adjusting the values of the larger elevation, the smaller elevation, the larger pile number, and the smaller pile number. Referring to fig. 8, when the larger elevation is 21.7, the smaller elevation is 1.2, the larger peg number is 39.1, and the smaller peg number is-8.9, the result of the calculation based on the calculation engineering quantity function of the BIM software is 56917.95 square. And adjusting any one of the four parameters of the large elevation, the small elevation, the large pile number and the small pile number, and calculating a work quantity function based on BIM software to obtain new work quantity. And (3) inputting the elevation and the pile number of any part, wherein the input sequence is a larger elevation, a smaller elevation, a larger pile number and a smaller pile number, and the engineering quantity can be quickly and accurately calculated by click operation.
In summary, in the method for rapidly calculating the engineering quantity of any part of the large-volume concrete of the hydraulic and hydro-power engineering of the embodiment, the elevation and the pile number of any part are input, the input sequence is the large elevation, the small elevation, the large pile number and the small pile number, the engineering quantity is rapidly and accurately calculated by clicking operation, and compared with the traditional manual calculation of the two-dimensional drawing, the method for rapidly calculating the engineering quantity of any part of the large-volume concrete of the hydraulic and hydro-power engineering of the invention has the following advantages: the program computer calculates, the data is accurate, and the artificial calculation error is avoided; the project quantity of any part can be rapidly calculated according to project requirements, settlement is convenient to handle, and project management efficiency is improved.
In addition, this embodiment still provides a system that hydraulic and hydroelectric engineering bulky concrete calculates arbitrary position engineering volume fast, includes:
a three-dimensional model determination program unit for obtaining a three-dimensional model of the mass concrete;
the calculation function modeling program unit is used for creating an engineering quantity calculation function for the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by utilizing built-in nodes of the BIM software to obtain a calculation engineering quantity function based on the BIM software;
and the parameter input and calculation program unit is used for inputting the elevation and the pile number of the designated part in the three-dimensional model into the calculated engineering quantity function operation based on the BIM software to obtain the calculated engineering quantity of the designated part.
The embodiment also provides a system for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering, which comprises a computer device, wherein the computer device is programmed or configured to execute the steps of the method for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering, or a computer program which is programmed or configured to execute the method for rapidly calculating the engineering quantity of any part of the mass concrete of the hydraulic and hydro-power engineering is stored on a memory of the computer device.
The present embodiments also provide a computer readable storage medium having stored thereon a computer program programmed or configured to perform the method of the hydraulic and hydro-power engineering bulk concrete for rapidly calculating a project size at any location.
The above description is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may occur to those skilled in the art without departing from the principle of the invention, and are considered to be within the scope of the invention.
Claims (10)
1. A method for rapidly calculating the engineering quantity of any part of large-volume concrete of hydraulic and hydroelectric engineering is characterized by comprising the following implementation steps:
1) obtaining a three-dimensional model of mass concrete;
2) building a calculated engineering quantity function of the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by using built-in nodes of the BIM software to obtain a calculated engineering quantity function based on the BIM software;
3) and inputting the elevation and the pile number of the designated part in the three-dimensional model into a calculated engineering quantity function based on BIM software for calculation to obtain the calculated engineering quantity of the designated part.
2. The method for rapidly calculating the engineering quantity of any part of the large-volume concrete in the water conservancy and hydropower engineering according to claim 1, wherein before the step 1), a three-dimensional model of the large-volume concrete is created in an engineering original coordinate system according to a two-dimensional drawing of the large-volume concrete, and position information in the three-dimensional model of the large-volume concrete corresponds to an elevation and a pile number.
3. The method for rapidly calculating the engineering quantity of any part of the mass concrete in the hydraulic and hydroelectric engineering according to claim 1, wherein the detailed steps of the step 2) comprise:
2.1) cutting the three-dimensional model by setting a plane with a larger elevation, and extracting model data of a lower part of the three-dimensional model, wherein the larger elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.2) cutting the three-dimensional model by setting a plane with a smaller elevation, and extracting model data of the upper part of the three-dimensional model, wherein the smaller elevation is an input parameter of a calculated engineering quantity function based on BIM software;
2.3) cutting the three-dimensional model by setting a plane where a large pile number is located, and extracting model data of a left part of the three-dimensional model, wherein the large pile number is an input parameter of a calculation engineering quantity function based on BIM software;
2.4) cutting the three-dimensional model by setting a plane where a small pile number is located, and extracting model data of a right part of the three-dimensional model, wherein the small pile number is an input parameter of a calculated engineering quantity function based on BIM software;
2.5) carrying out engineering quantity calculation on the finally extracted part by utilizing the volume calculation node, thereby obtaining a calculation engineering quantity function based on BIM software.
4. The method for rapidly calculating the engineering quantity of any part of the large-volume concrete of the water conservancy and hydropower engineering according to claim 3, wherein the step of cutting the three-dimensional model specifically comprises the step of cutting the three-dimensional model by using a geometry split node built in BIM software.
5. The method for rapidly calculating the engineering quantity of any part of the large-volume concrete in the hydraulic and hydroelectric engineering according to claim 3, wherein the extracting the three-dimensional model specifically comprises extracting by using a List.
6. The method for rapidly calculating the engineering quantity of any part of the large-volume concrete in the water conservancy and hydropower engineering according to claim 3, wherein the specific step of calculating the engineering quantity of the finally extracted part by using the volume calculating node is to calculate the engineering quantity of the finally extracted part by using a solid volume node built in BIM software.
7. The method for rapidly calculating the engineering quantity of any part of the large-volume concrete of the water conservancy and hydropower engineering according to claim 3, wherein when the elevation and the pile number of the specified part in the three-dimensional model are input into the engineering quantity calculation function based on the BIM software in the step 3), the input sequence is a larger elevation, a smaller elevation, a larger pile number and a smaller pile number.
8. The utility model provides a system for hydraulic and hydroelectric engineering bulky concrete calculates arbitrary position engineering volume fast which characterized in that includes:
a three-dimensional model determination program unit for obtaining a three-dimensional model of the mass concrete;
the calculation function modeling program unit is used for creating an engineering quantity calculation function for the three-dimensional model according to the hierarchical information parameters such as elevation, pile number and the like by utilizing built-in nodes of the BIM software to obtain a calculation engineering quantity function based on the BIM software;
and the parameter input and calculation program unit is used for inputting the elevation and the pile number of the designated part in the three-dimensional model into the calculated engineering quantity function operation based on the BIM software to obtain the calculated engineering quantity of the designated part.
9. A system for rapidly calculating any engineering quantity at any location in mass concrete for hydraulic and hydro-power engineering, comprising a computer device, wherein the computer device is programmed or configured to perform the steps of the method for rapidly calculating any engineering quantity at any location in mass concrete for hydraulic and hydro-power engineering of any one of claims 1 to 7, or wherein a computer program is stored in a memory of the computer device, the computer program being programmed or configured to perform the method for rapidly calculating any engineering quantity at any location in mass concrete for hydraulic and hydro-power engineering of any one of claims 1 to 7.
10. A computer readable storage medium having stored thereon a computer program programmed or configured to perform a method of rapidly calculating the volume of mass concrete for a hydraulic and hydro-power project according to any one of claims 1 to 7.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560143A (en) * | 2020-12-15 | 2021-03-26 | 中国水利水电第八工程局有限公司 | Method and system for quickly layering and blocking mass concrete in hydraulic and hydroelectric engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130016620A (en) * | 2011-08-08 | 2013-02-18 | 삼성물산 주식회사 | 3d process management method for bim(building information modeling) |
| CN107066758A (en) * | 2017-05-11 | 2017-08-18 | 中国十七冶集团有限公司 | Based on the outdoor construction method under unmanned plane camera work and BIM technology |
| CN107330140A (en) * | 2017-05-19 | 2017-11-07 | 河北省电力勘测设计研究院 | The method that transformer station is quickly vertically arranged is realized based on BIM technology |
| WO2018040838A1 (en) * | 2016-08-29 | 2018-03-08 | 广州地铁设计研究院有限公司 | Modeling and designing method for elevated structure bim model |
| CN110046364A (en) * | 2018-01-16 | 2019-07-23 | 中国建筑第八工程局有限公司 | A kind of method for computing work amount based on BIM technology |
-
2019
- 2019-12-12 CN CN201911293082.2A patent/CN110992475B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20130016620A (en) * | 2011-08-08 | 2013-02-18 | 삼성물산 주식회사 | 3d process management method for bim(building information modeling) |
| WO2018040838A1 (en) * | 2016-08-29 | 2018-03-08 | 广州地铁设计研究院有限公司 | Modeling and designing method for elevated structure bim model |
| CN107066758A (en) * | 2017-05-11 | 2017-08-18 | 中国十七冶集团有限公司 | Based on the outdoor construction method under unmanned plane camera work and BIM technology |
| CN107330140A (en) * | 2017-05-19 | 2017-11-07 | 河北省电力勘测设计研究院 | The method that transformer station is quickly vertically arranged is realized based on BIM technology |
| CN110046364A (en) * | 2018-01-16 | 2019-07-23 | 中国建筑第八工程局有限公司 | A kind of method for computing work amount based on BIM technology |
Non-Patent Citations (6)
| Title |
|---|
| 安娜;杨家卫;杨华;潘昌勇;: "观音岩水电站碾压混凝土重力坝三维设计研究", 水力发电, no. 01 * |
| 杨淇;刘梦琪;张颜;王守明;丁振宇;: "基于Revit建模的水利工程造价控制研究", no. 08 * |
| 牛立军;韩涛;: "基于BIM技术河道地形处理分析研究", 四川建材, no. 12 * |
| 牛立军等: "基于 BIM 技术河道地形处理分析研究", vol. 45, no. 12, pages 182 - 184 * |
| 王淑嫱;周启慧;: "基于BIM软件的工程量计算方法研究", no. 02 * |
| 谭紫;赵蓓蕾;杨玉仪;: "基于BIM技术的混凝土工程三维算量分析", no. 08 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560143A (en) * | 2020-12-15 | 2021-03-26 | 中国水利水电第八工程局有限公司 | Method and system for quickly layering and blocking mass concrete in hydraulic and hydroelectric engineering |
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