CN107808414B - Method for excavating virtual foundation pit with three-dimensional integration of ground and underground - Google Patents
Method for excavating virtual foundation pit with three-dimensional integration of ground and underground Download PDFInfo
- Publication number
- CN107808414B CN107808414B CN201711063179.5A CN201711063179A CN107808414B CN 107808414 B CN107808414 B CN 107808414B CN 201711063179 A CN201711063179 A CN 201711063179A CN 107808414 B CN107808414 B CN 107808414B
- Authority
- CN
- China
- Prior art keywords
- excavation
- dimensional
- foundation pit
- model
- virtual
- 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.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 14
- 230000010354 integration Effects 0.000 title claims description 6
- 238000009412 basement excavation Methods 0.000 claims abstract description 78
- 238000010276 construction Methods 0.000 claims description 16
- 230000000694 effects Effects 0.000 claims description 13
- 238000004458 analytical method Methods 0.000 claims description 7
- 238000012545 processing Methods 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 12
- 230000000007 visual effect Effects 0.000 description 7
- 238000012800 visualization Methods 0.000 description 4
- 238000013499 data model Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
- G06T17/05—Geographic models
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Software Systems (AREA)
- Computer Graphics (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Remote Sensing (AREA)
- Structural Engineering (AREA)
- Computational Mathematics (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Instructional Devices (AREA)
- Processing Or Creating Images (AREA)
Abstract
The invention discloses an underground and aboveground three-dimensional integrated virtual foundation pit excavation method, which belongs to the field of geographic spatial information.
Description
Technical Field
The invention belongs to the field of geographic spatial information, and particularly relates to an underground and overground three-dimensional integrated virtual foundation pit excavation method.
Background
A geographic information system is a particular spatial information system of great importance. The system is a technical system for collecting, storing, managing, operating, analyzing, displaying and describing the relevant geographic distribution data of the whole or partial earth surface space under the support of a computer hardware and software system. The three-dimensional geographic information system combines the traditional two-dimensional geographic information system by a three-dimensional visualization technology, and provides a more visual visualization effect and a space query analysis function for a user in a three-dimensional visualization scene.
The ground and underground three-dimensional integration is to integrate ground and underground three-dimensional model data such as ground buildings, ground surface roads, ground surface fields, underground pipelines, underground spaces, engineering geology and the like in a three-dimensional geographic information system, and to express the spatial position and the spatial relationship of various data by using a three-dimensional scene.
The existing virtual foundation pit excavation method can only excavate one type of three-dimensional model data, but cannot integrate and overlay the relevant environment around the construction project for virtual excavation analysis, so that an overground and underground integrated virtual excavation method capable of comprehensively integrating and virtually excavating three-dimensional data models such as buildings, terrain, roads, underground pipelines, underground spaces and the like around a construction project site is needed, and better provides analysis service for preliminary design of the construction project.
Disclosure of Invention
In view of the above-mentioned shortcomings of the prior art, the present invention provides a method for simulating excavation of a foundation pit in a three-dimensional visualization environment.
In order to achieve the aim, the invention provides an underground and aboveground three-dimensional integrated virtual foundation pit excavation method, which is characterized by comprising the following steps of:
step one, constructing a foundation pit excavation surface;
step two, executing virtual excavation;
step three, integrating virtual excavation results;
the foundation pit excavation surface construction in the first step is carried out according to the following steps:
a1, determining a range line of a foundation pit excavation plane;
a2, determining the excavation depth of the foundation pit, and determining the excavation depth through the elevation of the bottom surface of the foundation pit;
a3, constructing a foundation pit excavation surface; and constructing a top surface range side line and a bottom surface range side line by using the foundation pit excavation plane range line and the foundation pit excavation depth. For the side line of the range of the bottom surface, a triangular net is constructed by clockwise connecting points on the side line, and the construction of the foundation pit excavation surface of the bottom surface is completed; connecting points on the top surface side line and the bottom surface side line clockwise at intervals to construct a triangular net, and completing construction of a foundation pit excavation surface of the side wall;
in the second step, the virtual excavation is performed according to the following steps:
b1, according to whether the three-dimensional data are in the top surface range line, performing no excavation on the three-dimensional data which are not in the top surface range line, and keeping the original state of the three-dimensional data; performing excavation on the three-dimensional data in the top surface range line, directly performing intersection analysis on the excavation surface of the foundation pit and the original triangular surface forming the data, performing intersection processing on the three-dimensional data through the excavation surface of the foundation pit, cutting the triangular surface of the three-dimensional original data through the excavation side wall surface of the foundation pit, dividing the three-dimensional original data into an inner surface and an outer surface of the excavation range of the foundation pit along the side wall, deleting the inner surface, and keeping the outer surface;
and B2, visually and integrally displaying the outer surface of the retained three-dimensional data and the side wall foundation pit excavation surface and the bottom surface foundation pit excavation surface generated in the step one, so that the three-dimensional foundation pit effect after excavation is obtained.
Preferably, the virtual excavation achievement in the third step integrates the following steps:
and C1, combining the existing three-dimensional data resources, sequentially arranging the vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model from the ground to the ground, executing virtual excavation by using the method in the step two, and superposing and displaying the excavation effect of the foundation pit according to the original vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model sequentially from the ground to the ground, namely finishing the integration of the integrated virtual excavation results of the ground and the underground.
The invention has the beneficial effects that: the invention can realize an integrated underground and overground virtual excavation method which can comprehensively integrate and perform virtual excavation on three-dimensional data models such as buildings, terrain, roads, underground pipelines, underground spaces and the like around a constructed engineering site according to the requirements of users on understanding the current situation of the site and the underground such as the site and the roads for municipal facility management, engineering construction survey and the like.
Drawings
FIG. 1 is a schematic flow diagram of an embodiment of the present invention.
Fig. 2 is a schematic diagram of constructing an excavation surface of a foundation pit.
FIG. 3 is a schematic diagram of virtual pit excavation performed by three-dimensional data of buildings, terrain and roads.
FIG. 4 is a schematic diagram of virtual pit excavation executed by the engineering geological three-dimensional data.
Fig. 5 is a schematic diagram of a virtual foundation pit excavation effect under a three-dimensional visual environment.
Fig. 6 is a schematic diagram of a virtual foundation pit excavation effect under a three-dimensional visual environment.
Fig. 7 is a schematic diagram of the excavation effect of the virtual foundation pit under the three-dimensional visual environment.
Detailed Description
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
as shown in fig. 1, in order to achieve the above object, the present invention provides an excavation method of an underground and aboveground three-dimensional integrated virtual foundation pit, which is characterized by comprising the following steps:
step one, constructing a foundation pit excavation surface;
step two, executing virtual excavation;
step three, integrating virtual excavation results;
the foundation pit excavation surface construction in the first step is carried out according to the following steps:
a1, determining a range line of a foundation pit excavation plane;
a2, determining the excavation depth of the foundation pit, and determining the excavation depth through the elevation of the bottom surface of the foundation pit;
a3, constructing a foundation pit excavation surface; and constructing a top surface range side line and a bottom surface range side line by using the foundation pit excavation plane range line and the foundation pit excavation depth. For the side line of the range of the bottom surface, a triangular net is constructed by clockwise connecting points on the side line, and the construction of the foundation pit excavation surface of the bottom surface is completed; connecting points on the top surface side line and the bottom surface side line clockwise at intervals to construct a triangular net, and completing construction of a foundation pit excavation surface of the side wall; in the second step, the virtual excavation is performed according to the following steps:
b1, according to whether the three-dimensional data are in the top surface range line, performing no excavation on the three-dimensional data which are not in the top surface range line, and keeping the original state of the three-dimensional data; performing excavation on the three-dimensional data in the top surface range line, directly performing intersection analysis on the excavation surface of the foundation pit and the original triangular surface forming the data, performing intersection processing on the three-dimensional data through the excavation surface of the foundation pit, cutting the triangular surface of the three-dimensional original data through the excavation side wall surface of the foundation pit, dividing the three-dimensional original data into an inner surface and an outer surface of the excavation range of the foundation pit along the side wall, deleting the inner surface, and keeping the outer surface;
and B2, visually and integrally displaying the outer surface of the retained three-dimensional data and the side wall foundation pit excavation surface and the bottom surface foundation pit excavation surface generated in the step one, so that the three-dimensional foundation pit effect after excavation is obtained.
Preferably, the virtual excavation achievement in the third step integrates the following steps:
and C1, combining the existing three-dimensional data resources, sequentially arranging the vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model from the ground to the ground, executing virtual excavation by using the method in the step two, and superposing and displaying the excavation effect of the foundation pit according to the original vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model sequentially from the ground to the ground, namely finishing the integration of the integrated virtual excavation results of the ground and the underground.
As shown in fig. 2, a schematic view of constructing an excavation surface of a foundation pit is shown.
As shown in fig. 3, a schematic diagram of performing virtual pit excavation on three-dimensional data of buildings, terrains and roads is shown.
As shown in fig. 4, a schematic diagram of performing virtual pit excavation on the engineering geological three-dimensional data is shown.
As shown in fig. 5, a schematic diagram of the excavation effect of the virtual foundation pit in the three-dimensional visual environment is shown, and the geological condition in the foundation pit can be seen after the virtual excavation of the engineering construction site.
As shown in fig. 6, a schematic diagram of the excavation effect of the virtual foundation pit in the three-dimensional visual environment is shown, and the spatial position relations of geology, underground pipelines, underground garages, ground buildings and the like in the foundation pit can be seen after the virtual excavation of the engineering construction site.
As shown in fig. 7, a schematic diagram of the excavation effect of the virtual foundation pit in the three-dimensional visual environment is shown, and the spatial position relationship and the trend of various underground pipelines in the foundation pit can be seen after the virtual excavation of the engineering construction site.
The foregoing detailed description of the preferred embodiments of the invention has been presented. It should be understood that numerous modifications and variations could be devised by those skilled in the art in light of the present teachings without departing from the inventive concepts. Therefore, the technical solutions available to those skilled in the art through logic analysis, reasoning and limited experiments based on the prior art according to the concept of the present invention should be within the scope of protection defined by the claims.
Claims (1)
1. The excavation method of the underground and aboveground three-dimensional integrated virtual foundation pit is characterized by comprising the following steps of:
step one, constructing a foundation pit excavation surface;
step two, executing virtual excavation;
step three, integrating virtual excavation results;
the foundation pit excavation surface construction in the first step is carried out according to the following steps:
a1, determining a range line of a foundation pit excavation plane;
a2, determining the excavation depth of the foundation pit, and determining the excavation depth through the elevation of the bottom surface of the foundation pit;
a3, constructing a foundation pit excavation surface; constructing a top surface range side line and a bottom surface range side line by using the excavation plane range line of the foundation pit and the excavation depth of the foundation pit; for the side line of the range of the bottom surface, a triangular net is constructed by clockwise connecting points on the side line, and the construction of the foundation pit excavation surface of the bottom surface is completed; connecting points on the top surface side line and the bottom surface side line clockwise at intervals to construct a triangular net, and completing construction of a foundation pit excavation surface of the side wall;
in the second step, the virtual excavation is performed according to the following steps:
b1, according to whether the three-dimensional data are in the top surface range line, performing no excavation on the three-dimensional data which are not in the top surface range line, and keeping the original state of the three-dimensional data; performing excavation on the three-dimensional data in the top surface range line, directly performing intersection analysis on the excavation surface of the foundation pit and the original triangular surface forming the data, performing intersection processing on the three-dimensional data through the excavation surface of the foundation pit, cutting the triangular surface of the three-dimensional original data through the excavation side wall surface of the foundation pit, dividing the three-dimensional original data into an inner surface and an outer surface of the excavation range of the foundation pit along the side wall, deleting the inner surface, and keeping the outer surface;
b2, visually and integrally displaying the outer surface of the retained three-dimensional data and the side wall foundation pit excavation surface and the bottom surface foundation pit excavation surface generated in the first step to obtain the effect of the excavated three-dimensional foundation pit;
in the third step, the virtual excavation achievement is integrated and carried out by the following steps:
and C1, combining the existing three-dimensional data resources, sequentially arranging the vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model from the ground to the ground, executing virtual excavation by using the method in the step two, and superposing and displaying the excavation effect of the foundation pit according to the original vertical relations of the three-dimensional building model, the three-dimensional field model, the three-dimensional road model, the three-dimensional underground pipeline model, the three-dimensional engineering geological model and the three-dimensional underground space model sequentially from the ground to the ground, namely finishing the integration of the integrated virtual excavation results of the ground and the underground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711063179.5A CN107808414B (en) | 2017-11-02 | 2017-11-02 | Method for excavating virtual foundation pit with three-dimensional integration of ground and underground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711063179.5A CN107808414B (en) | 2017-11-02 | 2017-11-02 | Method for excavating virtual foundation pit with three-dimensional integration of ground and underground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107808414A CN107808414A (en) | 2018-03-16 |
| CN107808414B true CN107808414B (en) | 2021-02-26 |
Family
ID=61591000
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711063179.5A Active CN107808414B (en) | 2017-11-02 | 2017-11-02 | Method for excavating virtual foundation pit with three-dimensional integration of ground and underground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107808414B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108597021B (en) * | 2018-04-20 | 2022-03-11 | 武汉地大信息工程股份有限公司 | Integrated display method and system for three-dimensional models above and below ground |
| CN111241611B (en) * | 2018-11-27 | 2023-07-28 | 星际空间（天津）科技发展有限公司 | Method for assisting foundation pit implementation |
| CN109712233B (en) * | 2018-12-27 | 2023-07-04 | 华自科技股份有限公司 | Pipeline fault display method, system, AR equipment and storage medium |
| CN113919035A (en) * | 2021-08-04 | 2022-01-11 | 中铁九局集团第七工程有限公司 | BIM and GIS-based electronic sand table construction method and system |
| CN114611190A (en) * | 2022-03-14 | 2022-06-10 | 国核示范电站有限责任公司 | Three-dimensional excavation analysis method, device, equipment and storage medium |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386474A (en) * | 2015-10-22 | 2016-03-09 | 上海交通大学 | Method for determining influences of leakage of waterproof curtain above foundation pit excavation face on surrounding environment |
| CN105631935A (en) * | 2015-12-30 | 2016-06-01 | 上海顺凯信息技术股份有限公司 | BIM-based three-dimensional geological automatic modeling method |
| CN106355640A (en) * | 2016-08-26 | 2017-01-25 | 广州市城市规划勘测设计研究院 | Ground-underground three-dimensional integrated space processing method and system |
| CN106503381A (en) * | 2016-11-01 | 2017-03-15 | 中国矿业大学(北京) | A kind of Underground Subway Station Virtual Construction construction on site method based on BIM GIS technologies |
| JP2017186766A (en) * | 2016-04-04 | 2017-10-12 | Ｊｆｅ建材株式会社 | Caisson type pile and earth retaining material used with the same |
| CN107288115A (en) * | 2017-08-09 | 2017-10-24 | 中交公局厦门工程有限公司 | Soft stratum foundation ditch deeply mixing cement-soil pile monitoring method |
-
2017
- 2017-11-02 CN CN201711063179.5A patent/CN107808414B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386474A (en) * | 2015-10-22 | 2016-03-09 | 上海交通大学 | Method for determining influences of leakage of waterproof curtain above foundation pit excavation face on surrounding environment |
| CN105631935A (en) * | 2015-12-30 | 2016-06-01 | 上海顺凯信息技术股份有限公司 | BIM-based three-dimensional geological automatic modeling method |
| JP2017186766A (en) * | 2016-04-04 | 2017-10-12 | Ｊｆｅ建材株式会社 | Caisson type pile and earth retaining material used with the same |
| CN106355640A (en) * | 2016-08-26 | 2017-01-25 | 广州市城市规划勘测设计研究院 | Ground-underground three-dimensional integrated space processing method and system |
| CN106503381A (en) * | 2016-11-01 | 2017-03-15 | 中国矿业大学(北京) | A kind of Underground Subway Station Virtual Construction construction on site method based on BIM GIS technologies |
| CN107288115A (en) * | 2017-08-09 | 2017-10-24 | 中交公局厦门工程有限公司 | Soft stratum foundation ditch deeply mixing cement-soil pile monitoring method |
Non-Patent Citations (1)
| Title |
|---|
| 城市地下管网参数化三维建模流程与方法;詹勇;《城市勘测》;20170430;19-24 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107808414A (en) | 2018-03-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107808414B (en) | Method for excavating virtual foundation pit with three-dimensional integration of ground and underground | |
| Liu et al. | 3D visualization of sub-surface pipelines in connection with the building utilities: Integrating GIS and BIM for facility management | |
| CN102609782B (en) | Bian Caibian based on coal-mining subsidence simulation and second ploughing rate answers the method for optimizing on opportunity | |
| US20190325642A1 (en) | Computer platform for pooling and viewing digital data | |
| KR101548647B1 (en) | Processor for visualization of three dimensional geo-spatial information | |
| CN106503381B (en) | BIM-GIS technology-based virtual construction site construction method for underground excavation station of subway | |
| CN103970919A (en) | Automatic building information modeling data processing method | |
| CN106709987B (en) | Dynamic construction method of three-dimensional geological profile model | |
| CN105261067A (en) | Overground and underground integrated modeling method based on true 3D volumetric display technique and system | |
| Wang et al. | A relationship-based and object-oriented software for monitoring management during geotechnical excavation | |
| Li et al. | Mining subsidence monitoring model based on BPM-EKTF and TLS and its application in building mining damage assessment | |
| Zhi et al. | A 3D dynamic visualization method coupled with an urban drainage model | |
| Emgård et al. | Design of an integrated 3D information model | |
| CN103871101A (en) | Foundation pit and geologic body model seamless integration method based on three-dimensional Boolean operation | |
| Lieberman et al. | Modular approach to 3D representation of underground infrastructure in the model for underground data definition and integration (MUDDI) | |
| Balogun et al. | Geovisualization of sub-surface pipelines: a 3D approach | |
| CN102609614B (en) | Excavation analysis method aiming at complex ore body | |
| CN113128066B (en) | Modeling data processing method and device, electronic equipment and storage medium | |
| KR102125683B1 (en) | Method and apparatus for displaying information of room space hierarchically in building | |
| Hellawell et al. | GIS as a tool in geotechnical engineering | |
| Liu et al. | Glass landslide: the 3D visualization makes study of landslide transparent and virtualized | |
| Paliou et al. | “The Whole is More than the Sum of its Parts”-Geospatial Data Integration, Visualisation and Analysis at the Roman Site of Ammaia (Marvão, Portugal) | |
| Kaňuk et al. | Using virtual 3-D city models in temporal analysis of urban transformations | |
| Yang et al. | Data Modeling and Visualization of Guangzhou Underground Space | |
| Wu et al. | Discontinuous mechanical analysis of manifold element strain of rock slope based on open source Gempy |
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 | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240308 Address after: 401120 No. 6, Qingzhu East Road, Dazhulin, Yubei District, Chongqing Patentee after: Chongqing Institute of Surveying and Mapping Science and Technology (Chongqing Map Compilation Center) Country or region after: China Address before: 400020 Jiangbei District, Chongqing electric measuring Village No. 231 Patentee before: CHONGQING SURVEY INSTITUTE Country or region before: China |
|
| TR01 | Transfer of patent right |