CN111199068A - BIM technology-based LNG receiving station water intake collaborative design method - Google Patents
BIM technology-based LNG receiving station water intake collaborative design method Download PDFInfo
- Publication number
- CN111199068A CN111199068A CN201911374534.XA CN201911374534A CN111199068A CN 111199068 A CN111199068 A CN 111199068A CN 201911374534 A CN201911374534 A CN 201911374534A CN 111199068 A CN111199068 A CN 111199068A
- Authority
- CN
- China
- Prior art keywords
- water intake
- design
- model
- vault
- platform
- 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.)
- Pending
Links
- 238000013461 design Methods 0.000 title claims abstract description 83
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 66
- 238000000034 method Methods 0.000 title claims abstract description 29
- 238000005516 engineering process Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 27
- 238000009412 basement excavation Methods 0.000 claims abstract description 8
- 238000004458 analytical method Methods 0.000 claims abstract description 5
- 238000010586 diagram Methods 0.000 claims description 9
- 238000012986 modification Methods 0.000 claims description 9
- 230000004048 modification Effects 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- 230000000007 visual effect Effects 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000001914 filtration Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 5
- 238000004088 simulation Methods 0.000 claims description 5
- 238000010146 3D printing Methods 0.000 claims description 3
- 206010066054 Dysmorphism Diseases 0.000 claims description 3
- 238000005553 drilling Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000012552 review Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 238000012800 visualization Methods 0.000 claims description 3
- 238000004891 communication Methods 0.000 abstract description 8
- 238000012938 design process Methods 0.000 abstract description 3
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 239000003949 liquefied natural gas Substances 0.000 description 22
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 6
- 239000003345 natural gas Substances 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000002309 gasification Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/10—Office automation; Time management
- G06Q10/101—Collaborative creation, e.g. joint development of products or services
-
- 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)
- Business, Economics & Management (AREA)
- Entrepreneurship & Innovation (AREA)
- Human Resources & Organizations (AREA)
- Geometry (AREA)
- Strategic Management (AREA)
- Software Systems (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- Tourism & Hospitality (AREA)
- Economics (AREA)
- Quality & Reliability (AREA)
- Operations Research (AREA)
- Data Mining & Analysis (AREA)
- Remote Sensing (AREA)
- Marketing (AREA)
- Computer Graphics (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a collaborative design method for a water intake of an LNG receiving station based on a BIM technology, which comprises the following steps: building a collaboration platform based on the Vault software; establishing three-dimensional geology for the exploration specialty, and excavating foundation trenches for the general map specialty based on a geological model; the upper part design is developed by the hydraulic professional bank protection and water intake designers; and assembling a model, and performing problem analysis. The invention establishes an intuitive communication link through BIM collaborative design, and draws the distance between each professional designer and other participating parties to be close, even to be a 'zero distance', and meanwhile, the coordination scope of the invention can be expanded to the whole life cycle of engineering construction, thereby not only bringing convenience in communication, but also greatly improving the comprehensive working efficiency in the design process; for the project of forming the LNG receiving station in the sea reclamation area, the integrated design of the revetment and the water intake is realized, the problems of prolonged construction period, increased cost and environmental pollution caused by secondary excavation are avoided, and meanwhile, the hydraulic fill cofferdam can be quickly formed, so that the total construction period can be shortened, and the cost is saved.
Description
Technical Field
The invention relates to the field of design of a water intake of an LNG receiving station, in particular to a collaborative design method of the water intake of the LNG receiving station based on a BIM technology.
Background
In recent years, the production and trade of global LNG are becoming active, LNG becomes a scarce clean resource and is more and more favored, the proportion of the LNG in energy supply is rapidly increased, and LNG is listed as a preferred fuel in many countries and becomes a new hotspot of the world oil and gas industry. As the most developing countries in china, energy structures are constantly changing while the economy is rapidly developing, and the use of natural gas will become more popular. However, most of natural gas vacancy in China needs to be filled by imported LNG, so that the LNG industry begins to develop rapidly in China. LNG receiving station is the device that stores liquefied natural gas then past outer natural gas of carrying, LNG that the marine transportation comes needs to receive through LNG receiving station and transports again, wherein, the intake is as the entry of LNG receiving station gasification heat source sea water, the structure is great, the function is very important, and it is big to form crisscross position design degree of difficulty with land territory, traditional two-dimensional design is difficult to clear up intake structure and the relation and the reasonable linking between the shore protection, the safety risk is high, increase engineering construction cycle, certain error also can exist to the statistics of engineering volume simultaneously, influence engineering project's investment calculation. Therefore, how to design the joint part of the water intake and the revetment more accurately becomes an important factor influencing project construction period and cost.
In view of the above, it is necessary to perform a collaborative three-dimensional digital design on a water intake and a bank protection project of an LNG receiving station by using a BIM technology, so as to improve the design accuracy.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provides a collaborative design method for a water intake of an LNG receiving station based on a BIM technology.
In order to achieve the purpose, the invention is implemented according to the following technical scheme:
a collaborative design method for a water intake of an LNG receiving station based on a BIM technology comprises the following steps:
step one, building a collaboration platform based on VAULT software;
step two: establishing three-dimensional geology for the exploration specialty, and excavating foundation trenches for the general map specialty based on a geological model;
step three: the upper part design is developed by the hydraulic professional bank protection and water intake designers;
step four: and assembling a model, and performing problem analysis.
Further, the first step specifically comprises:
1) based on the Vault software, deploying a Vault collaborative platform at the cloud, wherein the project BIM is responsible for setting a folder framework for a project, and designing different types of accounts and authorities for professional designers to log in; each professional designer carries out model uploading, check-in, check-out and linking operations through the Vault cooperation platform, and each professional designer attaches files related to projects to the Vault cooperation platform, so that the files are convenient to check at any time; meanwhile, a curved surface management set is arranged in the Vault cooperative platform and is used for curved surface management among different specialties;
2) each participant of the project realizes the sharing of model data, project documents and correspondence on the Vault cooperative platform; and the construction unit and the receiving station design unit perform model review and coordination discussion under the Vault cooperative platform to determine the water intake structure function parameters, and each professional designer dynamically performs structural design perfection on the Vault platform in time according to the water intake structure function parameters.
Further, the second step is specifically:
1) the method comprises the following steps that a surveying professional designer generates a three-dimensional visual geological model according to drilling data, the geological model comprises related information of each soil layer, the surveying professional designer inspects the geological model to a Vault cooperative platform after finishing the geological model, a general diagram professional designer performs integrated BIM excavation design of an LNG receiving station water intake and a revetment foundation trench based on the three-dimensional visual geological model, the foundation trench design is tightly connected with geological data to form an integrated foundation trench, parameters are set for design conditions of a side slope and a bottom width of the foundation trench, the design is driven by the parameters, the general diagram professional designer inspects a foundation trench model file to the Vault cooperative platform, and meanwhile, a foundation trench curved surface is independently inspected to a cooperative platform curved surface management set; dynamically modifying parameters in the design of the integrated foundation trench, directly checking the modification result into a Vault cooperative platform for updating, and synchronously updating corresponding parameters of a water intake and a revetment
2) And a large-field three-dimensional geological model with basic geological information is created through a geological module and used for visually checking the strongly weathered basement rock surface and accurately defining the distribution range and thickness of the soft soil layer.
Further, the third step is specifically:
1) the method comprises the following steps that a hydraulic professional revetment and water intake designer carries out water intake structure and revetment structure design work based on a foundation trench curved surface, the revetment structure professional designer firstly carries out water intake basic design based on the foundation trench curved surface by Civil3D and uploads a basic terrain curved surface to a collaborative platform curved surface management set, then the water intake structure professional establishes a structural model by Revit software and carries out placement and arrangement on the structural foundation according to the basic terrain curved surface, finally the revetment structure professional carries out water intake structure joint BIM design according to the water intake structure model, the design scheme is expressed in a three-dimensional visualization mode, and accurate engineering quantity is extracted;
2) the BIM model is formed by BIM collaborative design on the basis of the water intake pump house and the filtering culvert, so that the 3D effect of a complex special-shaped structure is intuitively and truly simulated, the computational efficiency of structural floating stability is increased, and the accuracy is high; through the 3D model, finally confirmed the construction process that adopts the crane ship to help and float installation, eliminated large-scale dysmorphism component potential construction safety risk of installation on water, simultaneously pump house basis, filtration contain purchase and contract in the same intake equipment steel gate, filter contain the forward position runner of intaking and adopt the steel to seal the door and carry out the stagnant water, utilize existing equipment and design parameter, ensure safety and reduce the influence to follow-up construction simultaneously.
Further, the fourth step is specifically:
and finally, assembling all the models through a cloud collaboration platform, integrally analyzing the complex structure section, researching the possibility of implementation of the engineering scheme, and performing three-dimensional progress simulation by combining with the actual construction progress to visually check the intake revetment design scheme.
As a preferred technical scheme of the invention, the authority of each professional designer in the Vault collaborative platform does not contain the modification right of other personnel models, so that the uniqueness of the account and the models is ensured, meanwhile, the administrator account is set in the Vault collaborative platform, the model files in the collaborative platform are regularly supervised and checked, and the opinions are fed back in time.
As a preferred technical scheme, the final assembly model is further expanded and applied, and the value of the three-dimensional model is fully exerted by utilizing 3D printing, VR \ AR virtual demonstration, three-dimensional intelligent reinforcement or cloud panoramic roaming.
Compared with the prior art, the invention establishes an intuitive communication link through BIM collaborative design, and draws the distance between each professional designer and other participating parties to be close, even to be zero, and meanwhile, the coordination scope can be expanded to the whole life cycle of the building, thereby not only bringing convenience for communication, but also greatly improving the comprehensive working efficiency in the design process; for the project of forming the LNG receiving station in the sea reclamation area, the integrated design of the revetment and the water intake is realized, the problems of prolonged construction period, increased cost and environmental pollution caused by secondary excavation are avoided, and meanwhile, the hydraulic fill cofferdam can be quickly formed, so that the total construction period can be shortened, and the cost is saved.
Drawings
FIG. 1 is a design flow chart of the present invention.
FIG. 2 is a schematic diagram of the Vault collaboration platform designed by the present invention.
FIG. 3 is a three-dimensional geological model designed by the present invention exploration professional designer.
Fig. 4 shows a trench excavation model designed by a professional designer according to the general diagram of the present invention.
Fig. 5 is a water intake revetment model designed by the professional hydraulic designer of the invention.
FIG. 6 is a structural model of the intake designed by the professional designer of the water conservancy project.
Fig. 7 is a simulation diagram of the progress of the water intake of the LNG receiving station of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. The specific embodiments described herein are merely illustrative of the invention and do not limit the invention.
As shown in fig. 1, the embodiment provides a collaborative design method for a water intake of an LNG receiving station based on a BIM technology, which includes the following steps:
the method comprises the following steps: building collaboration platform
Based on the Vault software, a Vault collaboration platform is deployed at the cloud, as shown in fig. 2, the project BIM is responsible for setting a folder framework for a project, and designing different types of accounts and permissions for each professional to log in.
The design method relates to the development of design by adopting the BIM technology in multiple specialties and multiple persons, so that a collaborative platform needs to be deployed for uploading, checking in, detecting, linking and other operations of the model, and each professional designer can attach files related to the project to the collaborative platform, so that the files can be conveniently checked at any time. The authority of the designer in the collaboration platform does not contain the modification right of other personnel models, so that the uniqueness of the account and the models is ensured, meanwhile, the administrator account can be set, the model files in the collaboration platform are regularly supervised and checked, and opinions are fed back in time. As the project relates to the management of an earth model, a curved surface management set needs to be arranged in a cooperative platform and is used for curved surface management among different specialties.
The application of the collaborative cloud platform enables professional authorities to have clear limits, the traceability of a file process is realized through version management, model data, project documents and correspondence are shared by all participants of a project on the Vault platform, the working efficiency and the management convenience are greatly improved, and meanwhile the design quality and the design efficiency are improved. The construction unit and the receiving station design unit perform model review and coordination discussion under the Vault cooperative platform, so that the imagination fall of each party is reduced, the process is simplified, the communication time is shortened, consensus is achieved finally, the water intake structure function parameters are determined in advance, and designers dynamically perform structural design perfection on the Vault platform in time according to the water intake structure function parameters.
Step two: three-dimensional geology is established in exploration specialty, and basic groove excavation is carried out on general map specialty based on geological model
The exploration professional generates a three-dimensional visual geological model (refer to fig. 3) according to the drilling data, the three-dimensional visual geological model contains relevant information of all soil layers, such as soil layer names, soil body parameters, soil layer heights and the like, and the three-dimensional visual geological model can be cut and viewed. And (5) inspecting the geological model to the cooperative platform after the geological model is completed by the exploration specialty. General picture specialty carries out the one-piece BIM excavation design of intake, revetment foundation ditch based on geological model (refer to 4), with foundation ditch design and geological data zonulae occludens, forms integrated foundation ditch, can set up the parameter to design conditions such as the side slope of foundation ditch and bottom width to parameter drive design makes things convenient for the later stage to revise, and general picture specialty examines foundation ditch model file to collaborative platform, examines into collaborative platform curved surface management collection alone with the foundation ditch curved surface simultaneously.
A large-field three-dimensional geological model with basic geological information is created through a geological module, the strongly weathered basement rock surface can be visually checked, the distribution range and the thickness of a soft soil layer are accurately defined, and the method has guiding significance for project design work.
The parameters can be dynamically modified in the general diagram integrated base groove design, the modification result can be directly checked into the BIM cooperative platform for updating, the corresponding parameters of the water intake and the revetment are also synchronously updated, particularly, the revetment structure is hardly modified, automatic updating is directly carried out according to the elevation and the size of the groove bottom, and a large amount of modification work is saved in the workload of the water intake structure design. The BIM collaborative design brings intelligent communication, automatic modification and automatic updating among professional design achievements.
Step three: upper part design is carried out by hydraulic professional bank protection and water intake designers
The method comprises the following steps that a water conservancy project professional revetment and water intake designer carries out water intake structure and revetment structure design work (refer to fig. 5 and 6) based on a general diagram professional foundation trench curved surface, the revetment structure professional firstly adopts Civil3D to carry out water intake basic design based on the foundation trench curved surface, and uploads a basic terrain curved surface to a collaborative platform curved surface management set, then the water intake structure professional adopts Revit software to establish a structural model, and puts and arranges on the structural basis according to the basic terrain curved surface, finally the revetment structure professional carries out water intake structure joint BIM design according to the water intake structural model, the accurate design of important and difficult points of projects such as turning transition sections is considered, the design scheme is expressed in a three-dimensional visualization mode, and accurate engineering quantity is extracted.
The water intake pump house foundation formed by the BIM cooperative design and the filtering culvert BIM model simulate the 3D effect of a complex special-shaped structure in a visual full-simulation mode, the structural floating stability calculation efficiency is increased, the accuracy is high, and a lot of convenience is brought to the selection of a prefabricated structure and an installation construction process. Through the 3D model, finally confirmed the construction technology that adopts the crane ship to help and float installation, eliminated large-scale dysmorphism component potential construction safety risk of installation on water, pump house basis, filtration contain purchase and contract in the same intake equipment steel gate simultaneously, filter contain the forward position runner of intaking and adopt the steel sealing door to carry out the stagnant water, make full use of existing equipment and design parameter, ensure safety and reduce the influence to follow-up construction simultaneously.
Step four: assembling the model, performing problem analysis
All models are collected through the cloud collaboration platform, overall analysis is conducted on the complex structure section, the implementation possibility of the engineering scheme is researched, three-dimensional progress simulation (refer to fig. 7) can be conducted in combination with the actual construction progress, and the intake revetment design scheme can be visually checked. Meanwhile, the final assembly model can be further expanded and applied, such as 3D printing, VR/AR virtual demonstration, three-dimensional intelligent reinforcement, cloud panoramic roaming and the like, and the value of the three-dimensional model is fully exerted.
In conclusion, through the design method of the invention, the BIM collaborative design establishes an intuitive communication link, the distance between each professional designer and other participating parties is reduced, even the distance is zero, and meanwhile, the coordination scope can be expanded to the whole life cycle of the building, thereby not only bringing convenience in communication, but also greatly improving the comprehensive work efficiency in the design process. For the project of forming the LNG receiving station by sea reclamation, the integrated design of the revetment and the water intake is realized, the problems of prolonged construction period, increased cost and environmental pollution caused by secondary excavation are solved, meanwhile, the hydraulic fill cofferdam can be quickly formed, for the project, the total construction period is shortened, the investment of a construction unit is reduced by about 1500 ten thousand yuan, and the cost of the construction unit is saved by about 300 ten thousand yuan.
The technical solution of the present invention is not limited to the limitations of the above specific embodiments, and all technical modifications made according to the technical solution of the present invention fall within the protection scope of the present invention.
Claims (7)
1. A collaborative design method for a water intake of an LNG receiving station based on a BIM technology is characterized by comprising the following steps:
the method comprises the following steps: building a collaboration platform based on VAULT software;
step two: establishing three-dimensional geology for the exploration specialty, and excavating foundation trenches for the general map specialty based on a geological model;
step three: the upper part design is developed by the hydraulic professional bank protection and water intake designers;
step four: and assembling a model, and performing problem analysis.
2. The BIM technology-based LNG receiving station water intake collaborative design method according to claim 1, wherein the first step is specifically:
1) based on the Vault software, deploying a Vault collaborative platform at the cloud, wherein the project BIM is responsible for setting a folder framework for a project, and designing different types of accounts and authorities for professional designers to log in; each professional designer carries out model uploading, check-in, check-out and linking operations through the Vault cooperation platform, and each professional designer attaches files related to projects to the Vault cooperation platform, so that the files are convenient to check at any time; meanwhile, a curved surface management set is arranged in the Vault cooperative platform and is used for curved surface management among different specialties;
2) each participant of the project realizes the sharing of model data, project documents and correspondence on the Vault cooperative platform; and the construction unit and the receiving station design unit perform model review and coordination discussion under the Vault cooperative platform to determine the water intake structure function parameters, and each professional designer dynamically performs structural design perfection on the Vault platform in time according to the water intake structure function parameters.
3. The BIM technology-based LNG receiving station water intake collaborative design method according to claim 2, wherein the second step is specifically:
1) the method comprises the following steps that a surveying professional designer generates a three-dimensional visual geological model according to drilling data, the geological model comprises related information of each soil layer, the surveying professional designer inspects the geological model to a Vault cooperative platform after finishing the geological model, a general diagram professional designer performs integrated BIM excavation design of an LNG receiving station water intake and a revetment foundation trench based on the three-dimensional visual geological model, the foundation trench design is tightly connected with geological data to form an integrated foundation trench, parameters are set for design conditions of a side slope and a bottom width of the foundation trench, the design is driven by the parameters, the general diagram professional designer inspects a foundation trench model file to the Vault cooperative platform, and meanwhile, a foundation trench curved surface is shared to a cooperative platform curved surface management set; dynamically modifying parameters in the design of the integrated foundation trench, directly checking a modification result into a Vault cooperative platform for updating, and synchronously updating corresponding parameters of a water intake and a revetment;
2) and a large-field three-dimensional geological model with basic geological information is created through a geological module and used for visually checking the strongly weathered basement rock surface and accurately defining the distribution range and thickness of the soft soil layer.
4. The collaborative design method for the intake of the LNG receiving station based on the BIM technology as claimed in claim 3, wherein the third step is specifically:
1) the method comprises the following steps that a hydraulic professional revetment and water intake designer carries out water intake structure and revetment structure design work based on a foundation trench curved surface, the revetment structure professional designer firstly carries out water intake basic design based on the foundation trench curved surface by Civil3D and uploads a basic terrain curved surface to a collaborative platform curved surface management set, then the water intake structure professional establishes a structural model by Revit software and carries out placement and arrangement on the structural foundation according to the basic terrain curved surface, finally the revetment structure professional carries out water intake structure joint BIM design according to the water intake structure model, the design scheme is expressed in a three-dimensional visualization mode, and accurate engineering quantity is extracted;
2) the BIM model is formed by BIM collaborative design on the basis of the water intake pump house and the filtering culvert, so that the 3D effect of a complex special-shaped structure is intuitively and truly simulated, the computational efficiency of structural floating stability is increased, and the accuracy is high; through the 3D model, finally confirmed the construction process that adopts the crane ship to help and float installation, eliminated large-scale dysmorphism component potential construction safety risk of installation on water, simultaneously pump house basis, filtration contain purchase and contract in the same intake equipment steel gate, filter contain the forward position runner of intaking and adopt the steel to seal the door and carry out the stagnant water, utilize existing equipment and design parameter, ensure safety and reduce the influence to follow-up construction simultaneously.
5. The BIM technology-based LNG receiving station water intake collaborative design method according to claim 4, wherein the fourth step is specifically:
and finally, assembling all the models through a cloud collaboration platform, integrally analyzing the complex structure section, researching the possibility of implementation of the engineering scheme, and performing three-dimensional progress simulation by combining with the actual construction progress to visually check the intake revetment design scheme.
6. The BIM technology-based LNG receiving station water intake collaborative design method according to claim 1, characterized in that: the authority of each professional designer in the Vault cooperation platform does not contain the modification right of other personnel models, the uniqueness of the account and the models is ensured, meanwhile, the administrator account is set in the Vault cooperation platform, model files in the Vault cooperation platform are regularly supervised and checked, and opinions are fed back in time.
7. The BIM technology-based LNG receiving station water intake collaborative design method according to claim 5, characterized in that: the final assembly model is further expanded and applied, and the value of the three-dimensional model is fully exerted by utilizing 3D printing, VR \ AR virtual demonstration, three-dimensional intelligent reinforcement or cloud panoramic roaming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911374534.XA CN111199068A (en) | 2019-12-27 | 2019-12-27 | BIM technology-based LNG receiving station water intake collaborative design method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911374534.XA CN111199068A (en) | 2019-12-27 | 2019-12-27 | BIM technology-based LNG receiving station water intake collaborative design method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111199068A true CN111199068A (en) | 2020-05-26 |
Family
ID=70747134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911374534.XA Pending CN111199068A (en) | 2019-12-27 | 2019-12-27 | BIM technology-based LNG receiving station water intake collaborative design method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111199068A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007112498A1 (en) * | 2006-03-31 | 2007-10-11 | Woodside Energy Limited | Lng production facility |
| CN107423518A (en) * | 2017-08-02 | 2017-12-01 | 中建基础设施勘察设计建设集团有限公司 | The pipe gallery all fronts BIM collaborative design methods combined using Civil3D with Revit |
-
2019
- 2019-12-27 CN CN201911374534.XA patent/CN111199068A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2007112498A1 (en) * | 2006-03-31 | 2007-10-11 | Woodside Energy Limited | Lng production facility |
| CN107423518A (en) * | 2017-08-02 | 2017-12-01 | 中建基础设施勘察设计建设集团有限公司 | The pipe gallery all fronts BIM collaborative design methods combined using Civil3D with Revit |
Non-Patent Citations (1)
| Title |
|---|
| 武警等: "取水口与护岸工程一体化设计与施工", 《水运工程》 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Sharafat et al. | BIM-based tunnel information modeling framework for visualization, management, and simulation of drill-and-blast tunneling projects | |
| CN106934858B (en) | Three-dimensional geological modeling method and system for scale region of mining area | |
| Guo et al. | Three-dimensional geological modeling and spatial analysis from geotechnical borehole data using an implicit surface and marching tetrahedra algorithm | |
| WO2023185734A1 (en) | Mine digital model construction method based on three-dimensional point cloud database | |
| Li et al. | A review on anthropogenic geomorphology | |
| CN111125821A (en) | Foundation and foundation subsection engineering analysis and model selection method based on BIM + GIS | |
| CN111383336A (en) | Three-dimensional geological model construction method | |
| CN112231818B (en) | Mountain city three-dimensional geological modeling method based on BIM | |
| CN112989532A (en) | BIM-based construction method for changing municipal pipeline of subway station | |
| CN112465972B (en) | Geological study and judgment method based on BIM model and pile foundation modeling | |
| CN111125820A (en) | BIM + GIS-based construction site space virtual construction method | |
| CN113204825A (en) | BIM technology-based vertical design method for urban garden landscape | |
| Baynes et al. | Engineering geological models, projects and geotechnical risk | |
| CN111597625A (en) | Foundation pit support excavation quality control method based on BIM | |
| CN113536414B (en) | Rock slope stability analysis method, system and medium based on three-dimensional modeling | |
| CN114202624A (en) | Method, system and medium for establishing parameterized three-dimensional geological model | |
| CN111046471B (en) | Curtain grouting three-dimensional visualization model construction method | |
| CN117035700A (en) | BIM-based hydraulic and hydroelectric engineering forward collaborative design method | |
| CN107766685A (en) | A kind of method and device of mining area coal and coal bed gas harmonic extraction dynamic analog | |
| CN111199068A (en) | BIM technology-based LNG receiving station water intake collaborative design method | |
| CN114494606B (en) | Method for generating three-dimensional model of stratum of site and relic underground buried area | |
| ZHU et al. | An approach to computer modeling of geological faults in 3D and an application | |
| CN112307541A (en) | Urban underground space rock-soil informatization comprehensive integrated digital delivery method | |
| CN114580057A (en) | Comprehensive pipe rack pipeline outlet design method based on BIM | |
| CN205277423U (en) | Digital management system is excavated in colliery |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200526 |
|
| RJ01 | Rejection of invention patent application after publication |