CN109145429A - The calculation method of volume of earthwork and the device for calculating volume of earthwork - Google Patents

The calculation method of volume of earthwork and the device for calculating volume of earthwork Download PDF

Info

Publication number
CN109145429A
CN109145429A CN201810924292.6A CN201810924292A CN109145429A CN 109145429 A CN109145429 A CN 109145429A CN 201810924292 A CN201810924292 A CN 201810924292A CN 109145429 A CN109145429 A CN 109145429A
Authority
CN
China
Prior art keywords
earthwork
volume
model
calculation method
engineering survey
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201810924292.6A
Other languages
Chinese (zh)
Other versions
CN109145429B (en
Inventor
赵双权
许志勇
董丽娜
肖伟华
侯保灯
孙红霞
曹振宇
张�浩
王启东
杨恒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HEILONGJIANG PROV WATER CONSERVANCY AND HYDROPOWER SURVEY AND DESIGN INST
China Institute of Water Resources and Hydropower Research
Original Assignee
HEILONGJIANG PROV WATER CONSERVANCY AND HYDROPOWER SURVEY AND DESIGN INST
China Institute of Water Resources and Hydropower Research
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HEILONGJIANG PROV WATER CONSERVANCY AND HYDROPOWER SURVEY AND DESIGN INST, China Institute of Water Resources and Hydropower Research filed Critical HEILONGJIANG PROV WATER CONSERVANCY AND HYDROPOWER SURVEY AND DESIGN INST
Priority to CN201810924292.6A priority Critical patent/CN109145429B/en
Publication of CN109145429A publication Critical patent/CN109145429A/en
Application granted granted Critical
Publication of CN109145429B publication Critical patent/CN109145429B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/10Geometric CAD
    • G06F30/13Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Geometry (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • Theoretical Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Computational Mathematics (AREA)
  • Architecture (AREA)
  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Evolutionary Computation (AREA)
  • General Engineering & Computer Science (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The present invention provides a kind of calculation method of volume of earthwork and calculates the device of volume of earthwork, and the calculation method of the volume of earthwork is the following steps are included: step S1, obtain the engineering survey data of volume of earthwork;Step S2, face domain model is constructed according to the engineering survey data of acquisition;Step S3, the volume of earthwork is calculated according to the face domain model of building.The calculation method of volume of earthwork according to an embodiment of the present invention, can automatic batch calculate volume of earthwork, the calculation method of the volume of earthwork, not only simply, fast, but also precision is high.

Description

The calculation method of volume of earthwork and the device for calculating volume of earthwork
Technical field
The present invention relates to hydraulic engineering technical field, the calculation methods more particularly, to a kind of volume of earthwork and one Kind calculates the device of volume of earthwork.
Background technique
During Hydraulic Engineering Design, designer often will carry out engineering to dykes and dams, river, irrigation canals and ditches, roadbed etc. and set Meter calculates project amount and draws the horizontal plan of engineering.The course of work is to carry out relevant meter using Office office software It calculates, manual drawing cross-section diagram, measurement project amount in AutoCAD.And the workload for measuring project amount and Graphing of Engineering is very Heavy, data processing is various, repeated workload is big, time-consuming and laborious, working efficiency is low.
Summary of the invention
In view of this, the present invention provides a kind of calculation method of volume of earthwork.
The present invention also provides a kind of devices for calculating volume of earthwork.
In order to solve the above technical problems, the invention adopts the following technical scheme:
The calculation method of the volume of earthwork of embodiment according to a first aspect of the present invention, comprising the following steps:
Step S1, the engineering survey data of volume of earthwork are obtained;
Step S2, face domain model is constructed according to the engineering survey data of acquisition;
Step S3, the volume of earthwork is calculated according to the face domain model of building.
Further, the step S1 includes:
Step S11, the status topographic section data of the volume of earthwork are obtained;
Step S12, the design standard profile data of the volume of earthwork is obtained.
Further, the design standard profile data is formed as initial design parameters.
Further, the face domain model includes:
Status topographic section model, the status topographic section model construct shape according to the status topographic section data At;
Design standard sectional model, the design standard sectional model construct shape according to the design standard profile data At.
Further, the step S3 includes:
Step S31, the engineering survey data that will acquire store in the database and according to the face domain mould of building Type is programmed;
Step S32, the volume of earthwork is calculated using Boolean calculation principle.
Further, the calculation method of the volume of earthwork further include: step S4, by the calculating of the volume of earthwork As a result it stored, printed and is exported with drawing file.
The device of the calculating volume of earthwork of embodiment according to a second aspect of the present invention, comprising:
Obtain module, the engineering survey data for obtaining module to obtain the volume of earthwork;
Memory module, engineering survey data of the memory module to store the volume of earthwork;
Computing module, the computing module carry out the soil according to the engineering survey data of the volume of earthwork of acquisition The calculating of square project amount.
Further, the computing module includes:
Model construction unit, the model construction unit construct face domain model according to the engineering survey data of acquisition;
Computing unit, the computing unit calculate the volume of earthwork according to the face domain model of building.
The advantageous effects of the above technical solutions of the present invention are as follows:
The calculation method of volume of earthwork according to an embodiment of the present invention, can automatic batch calculate volume of earthwork, should The calculation method of volume of earthwork, not only simply, fast, but also precision is high.
Detailed description of the invention
Fig. 1 is the flow chart of the calculation method of the volume of earthwork of the embodiment of the present invention.
Specific embodiment
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention Attached drawing, the technical solution of the embodiment of the present invention is clearly and completely described.Obviously, described embodiment is this hair Bright a part of the embodiment, instead of all the embodiments.Based on described the embodiment of the present invention, ordinary skill Personnel's every other embodiment obtained, shall fall within the protection scope of the present invention.
Unless otherwise defined, technical term or scientific term used in the present invention are should be in fields of the present invention The ordinary meaning that personage with general technical ability is understood." first ", " second " used in the present invention and similar word It is not offered as any sequence, quantity or importance, and is used only to distinguish different component parts.Equally, "one" or The similar word such as " one " does not indicate that quantity limits yet, but indicates that there are at least one." connection " or " connected " etc. are similar Word is not limited to physics or mechanical connection, but may include electrical connection, it is either direct or between It connects."upper", "lower", "left", "right" etc. are only used for indicating relative positional relationship, when the absolute position for being described object changes Afterwards, then the relative positional relationship also correspondingly changes.
The calculation method of volume of earthwork according to an embodiment of the present invention is specifically described in conjunction with attached drawing first below.
As shown in Figure 1, the calculation method of volume of earthwork according to an embodiment of the present invention, comprising the following steps:
Step S1, the engineering survey data of volume of earthwork are obtained;
Step S2, face domain model is constructed according to the engineering survey data of acquisition;
Step S3, the volume of earthwork is calculated according to the face domain model of building.
In other words, the calculation method of volume of earthwork according to an embodiment of the present invention, it is possible, firstly, to obtain earth work The engineering survey data of amount, it is then possible to face domain model be constructed according to the engineering survey data of acquisition, finally, can be according to structure The face domain model built calculates volume of earthwork.Wherein, the calculating of volume of earthwork can use the boolean in the face AutoCAD domain (Boolean) operation realizes that face domain (Region) is the order in AutoCAD graphics software, refer to the plane with boundary Region.Being closed multi-section-line, straight line and curve is all effective selecting object.Boolean (Boolean) operation provides friendship, difference, simultaneously Three kinds of calculations, and can by friendship, difference, and three kinds of calculations obtain final recombination region.
It is found that the multi-section-line of closure can create face domain from the concept in face domain, engineering survey section is generally more than one The broken line of endpoint can construct closed face domain model;And design standard section is also the broken line of multi-endpoint, can also construct envelope The face domain model closed.Then, compound pattern is obtained after carrying out Boolean calculation by the face domain model enough made, transfers its area category Property, so that it may calculate project amount.
The calculation method of volume of earthwork according to an embodiment of the present invention as a result, being capable of automatic batch calculating earth work Amount, the calculation method of the volume of earthwork, not only simply, fast, but also precision is high.
According to one embodiment of present invention, step S1 includes:
Step S11, the status topographic section data of volume of earthwork are obtained;
Step S12, the design standard profile data of volume of earthwork is obtained.
That is, in step sl, the status topographic section data and design standard of available volume of earthwork are disconnected Face data.Design standard profile data can be formed as initial design parameters.
In certain specific embodiments of the invention, face domain model includes that status topographic section model and design standard are disconnected Surface model.
Specifically, status topographic section model constructs to be formed according to status topographic section data, design standard sectional model It is constructed to be formed according to design standard profile data.
In other words, face domain model can be constructed as status topographic section model and design standard sectional model, wherein existing It is according to the model constructed that shape topographic section model, which can be with engineering status measurement data, and design standard sectional model can be With the model that the standard section of engineers design is according to construction.
According to one embodiment of present invention, step S3 includes:
Step S31, the engineering survey data storage that will acquire is compiled in the database and according to the face domain model of building Journey;
Step S32, volume of earthwork is calculated using Boolean calculation principle.
That is, in step s3, it is possible, firstly, to the engineering survey data storage that will acquire is in the database, and It can be programmed according to the status topographic section model and design standard sectional model of building, programming can use advanced language Speech, preferably Visual Bisic language realize the input of data in a program, database are established, breaking in length and breadth for original measurement Face data and initial design parameters storage in the database, and can carry out relevant meter according to the data stored in database It calculates, such as the calculating of hydraulic elements, determines the related parameter of design section.
It is then possible to carry out water surface curve design, quantities calculation and drawing.It is built using ActiveX automation technology Standing programming language is linked with AutoCAD's, is manipulated using AutoCAD as object from outside, and design, the fitting of water surface curve are carried out And optimization, cross section is covered according to the manual or automatic batch of determining parameter has been designed, while former using boolean (Boolean) operation Reason carries out the calculating of project amount, and calls AutoCAD Batch Plot.
Finally, the calculated result of volume of earthwork and drawing file are stored, printed and are exported by sieve.The process can be with It is completed in main program example, also can use the manipulation of ActiveX automation technology AutoCAD, Excel and Access and come It realizes.
To sum up, the calculation method of volume of earthwork according to an embodiment of the present invention, it being capable of the automatic batch calculating earthwork Project amount, the calculation method of the volume of earthwork, not only simply, fast, but also precision is high.
According to a second aspect of the present invention the device of the calculating volume of earthwork of embodiment include obtain module, memory module and Computing module.
Specifically, engineering survey data of the module to obtain volume of earthwork are obtained, memory module is to store the earthwork The engineering survey data of project amount, computing module carry out volume of earthwork according to the engineering survey data of the volume of earthwork of acquisition Calculating.
That is, the device according to an embodiment of the present invention for calculating volume of earthwork is mainly by acquisition module, storage mould Block and computing module.Wherein, obtaining module can be to obtain the engineering survey data of volume of earthwork, and memory module can be used To store the engineering survey data of volume of earthwork, computing module can be according to the engineering survey data of the volume of earthwork of acquisition Carry out the calculating of volume of earthwork.
According to one embodiment of present invention, computing module includes model construction unit and computing unit.
Specifically, model construction unit constructs face domain model according to the engineering survey data of acquisition, and computing unit is according to structure The face domain model built calculates volume of earthwork.
In other words, computing module is mainly made of model construction unit and computing unit.Wherein, model construction unit can To construct face domain model according to the engineering survey data of acquisition, computing unit can calculate earthwork work according to the face domain model of building Cheng Liang.
The above is a preferred embodiment of the present invention, it is noted that for those skilled in the art For, without departing from the principles of the present invention, it can also make several improvements and retouch, these improvements and modifications It should be regarded as protection scope of the present invention.

Claims (8)

1. a kind of calculation method of volume of earthwork, which comprises the following steps:
Step S1, the engineering survey data of volume of earthwork are obtained;
Step S2, face domain model is constructed according to the engineering survey data of acquisition;
Step S3, the volume of earthwork is calculated according to the face domain model of building.
2. the calculation method of volume of earthwork according to claim 1, which is characterized in that the step S1 includes:
Step S11, the status topographic section data of the volume of earthwork are obtained;
Step S12, the design standard profile data of the volume of earthwork is obtained.
3. the calculation method of volume of earthwork according to claim 2, which is characterized in that the design standard profile data Be formed as initial design parameters.
4. the calculation method of volume of earthwork according to claim 1, which is characterized in that the face domain model includes:
Status topographic section model, the status topographic section model construct to be formed according to the status topographic section data;
Design standard sectional model, the design standard sectional model construct to be formed according to the design standard profile data.
5. the calculation method of volume of earthwork according to claim 1, which is characterized in that the step S3 includes:
Step S31, will acquire the engineering survey data storage in the database and according to the face domain model of building into Row programming;
Step S32, the volume of earthwork is calculated using Boolean calculation principle.
6. the calculation method of volume of earthwork according to claim 1, which is characterized in that further include: it step S4, will be described The calculated result and drawing file of volume of earthwork are stored, printed and are exported.
7. a kind of device for calculating volume of earthwork characterized by comprising
Obtain module, the engineering survey data for obtaining module to obtain the volume of earthwork;
Memory module, engineering survey data of the memory module to store the volume of earthwork;
Computing module, the computing module carry out the earthwork work according to the engineering survey data of the volume of earthwork of acquisition The calculating of journey amount.
8. the device according to claim 7 for calculating volume of earthwork, which is characterized in that the computing module includes:
Model construction unit, the model construction unit construct face domain model according to the engineering survey data of acquisition;
Computing unit, the computing unit calculate the volume of earthwork according to the face domain model of building.
CN201810924292.6A 2018-08-14 2018-08-14 Method and device for calculating earthwork quantity Active CN109145429B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810924292.6A CN109145429B (en) 2018-08-14 2018-08-14 Method and device for calculating earthwork quantity

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810924292.6A CN109145429B (en) 2018-08-14 2018-08-14 Method and device for calculating earthwork quantity

Publications (2)

Publication Number Publication Date
CN109145429A true CN109145429A (en) 2019-01-04
CN109145429B CN109145429B (en) 2023-10-13

Family

ID=64793040

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810924292.6A Active CN109145429B (en) 2018-08-14 2018-08-14 Method and device for calculating earthwork quantity

Country Status (1)

Country Link
CN (1) CN109145429B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110516399A (en) * 2019-09-03 2019-11-29 贵州正业工程技术投资有限公司 A kind of Karst depression ball crown type is peeled off earthwork calculation method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100116382A (en) * 2009-04-22 2010-11-01 (주)덕성알파이엔지 System of automatically calculating and displaying amount of earthwork materials based on three dimensional design and method thereof
CN103196403A (en) * 2013-03-21 2013-07-10 中国农业大学 Earth volume measurement method based on GPS control ground system
KR20150015725A (en) * 2013-08-01 2015-02-11 쌍용건설 주식회사 System and Method for Earth Work Plan of Civil Facilities
CN105064263A (en) * 2015-07-16 2015-11-18 上海市园林设计院有限公司 Water system of waterfront green space landscape
CN106909740A (en) * 2017-03-02 2017-06-30 中国石油天然气集团公司 The computational methods and computing device of a kind of Oil & Gas Storage yard total figure volume of earthwork
CN107679337A (en) * 2017-10-20 2018-02-09 浙江煤炭测绘院 A kind of method that irregular earthwork calculates in engineering survey

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20100116382A (en) * 2009-04-22 2010-11-01 (주)덕성알파이엔지 System of automatically calculating and displaying amount of earthwork materials based on three dimensional design and method thereof
CN103196403A (en) * 2013-03-21 2013-07-10 中国农业大学 Earth volume measurement method based on GPS control ground system
KR20150015725A (en) * 2013-08-01 2015-02-11 쌍용건설 주식회사 System and Method for Earth Work Plan of Civil Facilities
CN105064263A (en) * 2015-07-16 2015-11-18 上海市园林设计院有限公司 Water system of waterfront green space landscape
CN106909740A (en) * 2017-03-02 2017-06-30 中国石油天然气集团公司 The computational methods and computing device of a kind of Oil & Gas Storage yard total figure volume of earthwork
CN107679337A (en) * 2017-10-20 2018-02-09 浙江煤炭测绘院 A kind of method that irregular earthwork calculates in engineering survey

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
张勇等: "基于3 维实体模型的复杂工程场地土石方量的精确计算及可视化研究", 《四川大学学报(工程科学版)》 *
张勇等: "基于3 维实体模型的复杂工程场地土石方量的精确计算及可视化研究", 《四川大学学报(工程科学版)》, 20 December 2012 (2012-12-20), pages 117 - 121 *
王坚: "运用CAD 与Excel 软件配合计算不规则断面工程量的方法", 《山西水土保持科技》 *
王坚: "运用CAD 与Excel 软件配合计算不规则断面工程量的方法", 《山西水土保持科技》, 25 September 2011 (2011-09-25), pages 44 - 46 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110516399A (en) * 2019-09-03 2019-11-29 贵州正业工程技术投资有限公司 A kind of Karst depression ball crown type is peeled off earthwork calculation method
CN110516399B (en) * 2019-09-03 2020-04-14 贵州正业工程技术投资有限公司 Karst depression spherical crown type shelling excavation square amount calculation method

Also Published As

Publication number Publication date
CN109145429B (en) 2023-10-13

Similar Documents

Publication Publication Date Title
Xu et al. Using MODFLOW and GIS to assess changes in groundwater dynamics in response to water saving measures in irrigation districts of the upper Yellow River basin
Barati Application of excel solver for parameter estimation of the nonlinear Muskingum models
CN103886135B (en) Two-dimensional unsteady-flow numerical model based power engineering location method
CN104933268B (en) A kind of flood risk analysis method based on d Unsteady Water Flow numerical model
CN105118091B (en) A kind of method and system constructing the non-homogeneous geology mesh surface model of more precision
CN108986222A (en) Without branch of a river river digital terrain generation method
CN110415265A (en) Terraced fields extraction method based on unmanned plane high accuracy DEM data
CN109614654B (en) Method for accurately acquiring influence radius of foundation pit dewatering well
Sivakumar Application of Electronic Spread Sheet and Water Balance Error Optimization Technique in Ground Water Model Study to Improve the Ground Water System in Restricted Area
CN110593849B (en) Oil reservoir numerical simulation method considering dynamic change of phase-permeability curve
CN103422094B (en) Numerical simulation method for grounding resistance of cathode protection shallow buried anode ground bed
CN109145429A (en) The calculation method of volume of earthwork and the device for calculating volume of earthwork
CN103207410A (en) Rugged seabed aimed hybrid grid model building method
CN113486429B (en) Automatic construction method of space intersection structure based on interpolation algorithm
CN106651054A (en) Method for identifying roughness of water conveyance channel of long-distance water transfer project based on genetic algorithm
CN109241579B (en) Rapid modeling method considering fluid additional mass multidimensional space transient characteristics
CN114925624B (en) Natural river three-dimensional water flow numerical simulation method
CN116310163A (en) Method for creating complex geologic model in Revit
Sharma Mathematical modelling and braid indicators
CN112948949A (en) Dynamic modeling method, device and equipment for hydro-junction engineering
Mehana et al. Validation of surface irrigation model SIRMOD under clay loam soil conditions in Egypt
CN108345738A (en) A kind of self rating method of middle Storm flood of small basins confluence Runoff Model parameter
CN114459571B (en) River course initial water level determination method based on initial state water level curve cluster
CN112948915B (en) Generalization processing method for vertical wading building in numerical simulation test
CN117634002B (en) Dyke siltation composite plugging construction method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant