CN110106893A - A method of auxiliary roadbed, dam embankment operation - Google Patents
A method of auxiliary roadbed, dam embankment operation Download PDFInfo
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- CN110106893A CN110106893A CN201910417102.6A CN201910417102A CN110106893A CN 110106893 A CN110106893 A CN 110106893A CN 201910417102 A CN201910417102 A CN 201910417102A CN 110106893 A CN110106893 A CN 110106893A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/18—Making embankments, e.g. dikes, dams
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
- G06F17/10—Complex mathematical operations
- G06F17/11—Complex mathematical operations for solving equations, e.g. nonlinear equations, general mathematical optimization problems
- G06F17/12—Simultaneous equations, e.g. systems of linear equations
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Abstract
The present invention provides a kind of auxiliary roadbeds, the method for dam embankment operation, comprising the following steps: step (1): according to given engineering coordinate, obtaining road in the pile No. and offset of the point；Step (2): the elevation of design is calculated by orthogonal lifting and vertical lift two types；Step (3): it can be acquired by the elevation of given position and the design altitude of the position and fill out digging amount, road data structure of the present invention according to design, algorithm for design calculates the vertical lift of pavement of road and fills out digging amount in the case of orthogonal lifting, the algorithm relies on road data structure, realize that the amount of fill of pavement of road difference lifting type calculates, and then the embankment operation in auxiliary roadbed, dam engineering work progress.
Description
Technical field
The present invention relates to digitlization construction fields, and in particular to a kind of auxiliary roadbed, the method for dam embankment operation.
Background technique
In recent years, basic engineering development is rapid, and domestic construction field is higher and higher to construction quality, required precision,
Digitlization construction and information-aided construction are advocated simultaneously.
Currently, usually requiring to carry out embankment work especially in the work progress such as roadbed, dam in digitlization construction field
Industry in traditional work progress, due to lacking accurate Mechanical course in traditional work progress, cannot achieve to filling out digging amount
It calculates.
Summary of the invention
In order to solve above-mentioned insufficient defect, the present invention provides a kind of auxiliary roadbeds, the method for dam embankment operation, originally
Road data structure of the invention according to design, algorithm for design calculate the vertical lift of pavement of road and filling out in the case of orthogonal lifting
Digging amount, the algorithm rely on road data structure, realize that the amount of fill of pavement of road difference lifting type calculates, and then auxiliary route
Embankment operation in base, dam engineering work progress.
The present invention provides a kind of auxiliary roadbeds, the method for dam embankment operation, comprising the following steps:
Step (1): according to given engineering coordinate, road is obtained in the pile No. and offset of the point；
Step (2): the elevation of design is calculated by orthogonal lifting and vertical lift two types；
Step (3): it can be acquired by the elevation of given position and the design altitude of the position and fill out digging amount.
Above-mentioned method, wherein the elevation of the orthogonal lifting type refers to that section is through orthogonal lifting at pile No. station
Offset is the design altitude at offset afterwards.
Above-mentioned method, wherein the elevation of the vertical lift type refers to that section is through vertical lifting at pile No. station
Afterwards, the design altitude at offset.
Above-mentioned method, wherein the orthogonal lifting type is specially that the design lines equation of foundation center line of road two sides is asked
Two linear equations after obtaining orthogonal lifting；Two equation of simultaneous acquires the offset of center line of road；Cross section is corrected using the value
Side；Design altitude is obtained using revised cross section.
Above-mentioned method, wherein the vertical lift type specially obtains the road elevation of the position first；Road is high
The sum of journey and road surface lifting value are design altitude.
The present invention provides it is a kind of auxiliary roadbed, dam embankment operation method have the advantages that the present invention according to
According to the road data structure of design, algorithm for design calculates the vertical lift of pavement of road and fills out digging amount in the case of orthogonal lifting,
The algorithm relies on road data structure, realizes that the amount of fill of pavement of road difference lifting type calculates, and then assist roadbed, dam
Embankment operation in construction process.
Detailed description of the invention
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, the present invention and its feature, outer
Shape and advantage will become more apparent upon.Identical label indicates identical part in all the attached drawings.Not deliberately proportionally
Draw attached drawing, it is preferred that emphasis is show the gist of the present invention.
Fig. 1 be the present invention it is a kind of auxiliary roadbed, dam embankment operation method flow diagram.
Specific embodiment
In the following description, a large amount of concrete details are given so as to provide a more thorough understanding of the present invention.So
And it is obvious to the skilled person that the present invention may not need one or more of these details and be able to
Implement.In other examples, in order to avoid confusion with the present invention, for some technical characteristics well known in the art not into
Row description.
In order to thoroughly understand the present invention, detailed step and detailed structure will be proposed in following description, so as to
Illustrate technical solution of the present invention.Presently preferred embodiments of the present invention is described in detail as follows, however other than these detailed descriptions, this
Invention can also have other embodiments.
Shown in referring to Fig.1, a kind of method assisting roadbed, dam embankment operation provided by the invention, comprising the following steps:
Step (1): according to given engineering coordinate, road is obtained in the pile No. and offset of the point, specially foundation is given
Fixed engineering coordinate obtains road in the pile No. station and offset offset of the point；
Step (2): the elevation of design is calculated by orthogonal lifting and vertical lift two types, wherein orthogonal lifting class
The elevation of type refers to the design altitude of " section offset after orthogonal lifting is at offset at pile No. station ", i.e. foundation
The design lines equation of center line of road two sides acquires two linear equations after orthogonal lifting；Two equation of simultaneous acquires center line of road
Offset；Utilize the side in value amendment cross section；Design altitude is obtained using revised cross section, is vertically moved up or down type
Elevation refers to the design altitude of " section is after vertical lifting at pile No. station, at offset ", i.e., obtains the position first
Road elevation；The sum of road elevation and road surface lifting value are design altitude；
Step (3): it can be acquired by the elevation of given position and the design altitude of the position and fill out digging amount.
Road data structure based on the method for the present invention provides engineering coordinate and road pile No., the mutual of offset turn
It changes；Design altitude after can be realized orthogonal lifting and vertical lift, is acquired using specified elevation and design altitude and fills out digging amount；It can
To be applied to the engineering constructions such as roadbed, dam, convenient for user to the stringent control of construction quality.
Presently preferred embodiments of the present invention is described above.It is to be appreciated that the invention is not limited to above-mentioned
Particular implementation, devices and structures not described in detail herein should be understood as gives reality with the common mode in this field
It applies；Anyone skilled in the art, without departing from the scope of the technical proposal of the invention, all using the disclosure above
Methods and technical content many possible changes and modifications are made to technical solution of the present invention, or be revised as equivalent variations etc.
Embodiment is imitated, this is not affected the essence of the present invention.Therefore, anything that does not depart from the technical scheme of the invention, foundation
Technical spirit of the invention any simple modifications, equivalents, and modifications made to the above embodiment, still fall within the present invention
In the range of technical solution protection.
Claims (5)
1. a kind of method of auxiliary roadbed, dam embankment operation, which comprises the following steps:
Step (1): according to given engineering coordinate, road is obtained in the pile No. and offset of the point；
Step (2): the elevation of design is calculated by orthogonal lifting and vertical lift two types；
Step (3): it can be acquired by the elevation of given position and the design altitude of the position and fill out digging amount.
2. the method for a kind of auxiliary roadbed as described in claim 1, dam embankment operation, which is characterized in that the orthogonal liter
The elevation of drop type refers to that section offset after orthogonal lifting is the design altitude at offset at pile No. station.
3. the method for a kind of auxiliary roadbed as claimed in claim 2, dam embankment operation, which is characterized in that the vertical liter
The elevation of drop type refers to design altitude of the section after vertical lifting, at offset at pile No. station.
4. the method for a kind of auxiliary roadbed as claimed in claim 3, dam embankment operation, which is characterized in that the orthogonal liter
Drop type is specially that the design lines equation of foundation center line of road two sides acquires two linear equations after orthogonal lifting；Two side of simultaneous
Journey acquires the offset of center line of road；Utilize the side in value amendment cross section；It is high that design is obtained using revised cross section
Journey.
5. the method for a kind of auxiliary roadbed as claimed in claim 4, dam embankment operation, which is characterized in that the vertical liter
Drop type specially obtains the road elevation of the position first；The sum of road elevation and road surface lifting value are design altitude.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910417102.6A CN110106893B (en) | 2019-05-20 | 2019-05-20 | Method for assisting roadbed and dam filling operation |
| PCT/CN2019/114997 WO2020232978A1 (en) | 2019-05-20 | 2019-11-01 | Method for assisting filling operation of subgrade and dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910417102.6A CN110106893B (en) | 2019-05-20 | 2019-05-20 | Method for assisting roadbed and dam filling operation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110106893A true CN110106893A (en) | 2019-08-09 |
| CN110106893B CN110106893B (en) | 2021-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910417102.6A Active CN110106893B (en) | 2019-05-20 | 2019-05-20 | Method for assisting roadbed and dam filling operation |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN110106893B (en) |
| WO (1) | WO2020232978A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020232978A1 (en) * | 2019-05-20 | 2020-11-26 | 南京天辰礼达电子科技有限公司 | Method for assisting filling operation of subgrade and dam |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113012287A (en) * | 2021-04-01 | 2021-06-22 | 安徽省交通规划设计研究总院股份有限公司 | Rapid modeling and automatic optimization method for road pile type composite foundation engineering |
| CN116305492B (en) * | 2023-05-11 | 2023-08-11 | 中南大学 | Traffic engineering roadbed earth and stone calculation method integrating BIM and three-dimensional integration |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105783810A (en) * | 2016-04-15 | 2016-07-20 | 昆山数字城市信息技术有限公司 | Earthwork quantity measuring method based on UAV photographic technology |
| CN105138788B (en) * | 2015-09-06 | 2018-06-22 | 长江勘测规划设计研究有限责任公司 | A kind of road threedimensional model Full Parameterized method for building up |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101872376B (en) * | 2010-06-04 | 2012-03-07 | 中国公路工程咨询集团有限公司 | True three-dimensional road intelligent design method and system |
| JP5843479B2 (en) * | 2011-05-18 | 2016-01-13 | 田中 成典 | Construction management system |
| CN103235845B (en) * | 2012-12-18 | 2015-09-23 | 交通运输部科学研究院 | A kind of method for carrying out soil loss monitoring in construction of the highway |
| CN109558689A (en) * | 2018-12-11 | 2019-04-02 | 南京天辰礼达电子科技有限公司 | A method of by highway layout data digitalization and auxiliary construction |
| CN110106893B (en) * | 2019-05-20 | 2021-07-09 | 南京天辰礼达电子科技有限公司 | Method for assisting roadbed and dam filling operation |
-
2019
- 2019-05-20 CN CN201910417102.6A patent/CN110106893B/en active Active
- 2019-11-01 WO PCT/CN2019/114997 patent/WO2020232978A1/en active Application Filing
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105138788B (en) * | 2015-09-06 | 2018-06-22 | 长江勘测规划设计研究有限责任公司 | A kind of road threedimensional model Full Parameterized method for building up |
| CN105783810A (en) * | 2016-04-15 | 2016-07-20 | 昆山数字城市信息技术有限公司 | Earthwork quantity measuring method based on UAV photographic technology |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020232978A1 (en) * | 2019-05-20 | 2020-11-26 | 南京天辰礼达电子科技有限公司 | Method for assisting filling operation of subgrade and dam |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2020232978A1 (en) | 2020-11-26 |
| CN110106893B (en) | 2021-07-09 |
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