CN110083950A - A kind of inverted-siphon design and construction method based on BIM technology - Google Patents
A kind of inverted-siphon design and construction method based on BIM technology Download PDFInfo
- Publication number
- CN110083950A CN110083950A CN201910360244.3A CN201910360244A CN110083950A CN 110083950 A CN110083950 A CN 110083950A CN 201910360244 A CN201910360244 A CN 201910360244A CN 110083950 A CN110083950 A CN 110083950A
- Authority
- CN
- China
- Prior art keywords
- bim
- construction
- optimization
- inverted
- siphon
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 238000005516 engineering process Methods 0.000 title claims abstract description 16
- 238000013461 design Methods 0.000 title abstract description 19
- 238000005457 optimization Methods 0.000 claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000012800 visualization Methods 0.000 claims abstract description 7
- 238000004088 simulation Methods 0.000 claims abstract description 6
- 238000009430 construction management Methods 0.000 claims abstract description 5
- 230000009172 bursting Effects 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims description 7
- 239000000411 inducer Substances 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 6
- 239000013049 sediment Substances 0.000 claims description 3
- 230000007704 transition Effects 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 abstract description 6
- 238000005299 abrasion Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000012216 screening Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
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
- 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
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/08—Construction
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2111/00—Details relating to CAD techniques
- G06F2111/06—Multi-objective optimisation, e.g. Pareto optimisation using simulated annealing [SA], ant colony algorithms or genetic algorithms [GA]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Geometry (AREA)
- Business, Economics & Management (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- Health & Medical Sciences (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Computational Mathematics (AREA)
- Economics (AREA)
- General Health & Medical Sciences (AREA)
- Human Resources & Organizations (AREA)
- Marketing (AREA)
- Primary Health Care (AREA)
- Strategic Management (AREA)
- Tourism & Hospitality (AREA)
- General Business, Economics & Management (AREA)
- Sewage (AREA)
Abstract
The inverted-siphon design and construction method based on BIM technology that the invention discloses a kind of, belongs to technical field of pipeline construction.The present invention is the following steps are included: step 1. creates inverted-siphon BIM model；Step 2. is based on BIM model water force and optimization；Step 3. nominal situation is simulated based on BIM under the conditions of, under quicksand excess working condition, flow velocity transfinite blocking under working condition, siltation situation, the relevant parameters such as re-optimization flow velocity；Step 4. is based on BIM model and carries out construction simulation, carries out visualization and tells somebody what one's real intentions are；Step 5. is based on BIM technology and carries out construction management, and bursting problem inputs BIM model, re-optimization, until Resolving probiems in construction.The present invention is based on BIM three-dimensional visualization models, carry out water force and optimization, avoid the calculating occurred in design, construction and O&M complicated, and error-prone designs the problems such as unreasonable, water, blocking, abrasion.
Description
Technical field
The present invention relates to technical field of pipeline construction, design more specifically to a kind of inverted-siphon based on BIM technology
Construction method.
Background technique
Urban duct more and more passes through river etc., needs using inverted-siphon pipe design.But inverted-siphon design is applied
Work is more traditional method, calculated in design and construction it is more complicated, and be easy calculate mistake, design it is unreasonable the problems such as, lead
The problems such as causing inverted-siphon pipeline to be frequently present of water, blocking, abrasion.
The development of BIM (Building Information Modeling) technology, can provide finely for inverted-siphon engineering
Change the technical support of design and construction.
Summary of the invention
1. technical problems to be solved by the inivention
In view of the defects existing in the prior art with deficiency, the inverted-siphon design based on BIM technology that the present invention provides a kind of
Construction method is based on BIM three-dimensional visualization model, carries out water force and optimization, avoids occurring in design, construction and O&M
Complexity is calculated, error-prone designs the problems such as unreasonable, water, blocking, abrasion.
2. technical solution
In order to achieve the above objectives, technical solution provided by the invention are as follows:
A kind of inverted-siphon design and construction method based on BIM technology of the invention, comprising the following steps:
Step 1. creates inverted-siphon BIM model；
Step 2. is based on BIM model water force and optimization；Value is parameter preset at different flow rates, calculates caliber, water
Potential difference, head loss, pipe thickness, inducer sand setting pool size, downstream canal bottom elevation, stilling pond size, carrying flow velocity etc.；Directly
Go out optimal data to optimal screening, optimal data is using head loss and carrying flow velocity as judgment criteria；
Step 3. be based on BIM simulation nominal situation under the conditions of, under quicksand excess working condition, flow velocity transfinites under working condition
Blocking, siltation situation, the relevant parameters such as re-optimization flow velocity；
Step 4. is based on BIM model and carries out construction simulation, carries out visualization and tells somebody what one's real intentions are；
Step 5. is based on BIM technology and carries out construction management, bursting problem input BIM model in construction, re-optimization, until
Resolving probiems.
Further, BIM model described in step 1, transition, setting pot, sand discharge hole including inducer control lock, pipe shaft
Pipeline, buttress, anchor block, snorkel, manhole, telescopic joint, the sediment outflow gate valve etc. of section.
3. beneficial effect
Using technical solution provided by the invention, compared with prior art, have the following beneficial effects:
The present invention is based on BIM three-dimensional visualization model, is carried out using the inverted-siphon design and construction method based on BIM technology
Water force and optimization avoid the calculating occurred in design, construction and O&M complicated, and error-prone, design are unreasonable, water, block up
The problems such as plug, abrasion.Construction management based on BIM technology, rectifies a deviation at any time, promotes design and construction efficiency, obtains preferable society
Benefit and economic benefit.
Detailed description of the invention
Fig. 1 is construction process figure of the invention.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples:
Embodiment 1
The method it will be seen from figure 1 that a kind of inverted-siphon based on BIM technology of the present embodiment is designed and constructed, including it is following
Step:
Step 1. creates inverted-siphon BIM model；
Step 2. is based on BIM model water force and optimization；Value is parameter preset at different flow rates, calculates caliber, water
Potential difference, head loss, pipe thickness, inducer sand setting pool size, downstream canal bottom elevation, stilling pond size, carrying flow velocity etc.；Directly
Go out optimal data to optimal screening, optimal data is using head loss and carrying flow velocity as judgment criteria；
Step 3. be based on BIM simulation nominal situation under the conditions of, under quicksand excess working condition, flow velocity transfinites under working condition
Blocking, siltation situation, the relevant parameters such as re-optimization flow velocity；
Step 4. is based on BIM model and carries out construction simulation, carries out visualization and tells somebody what one's real intentions are；
Step 5. is based on BIM technology and carries out construction management, bursting problem input BIM model in construction, re-optimization, until
Resolving probiems.
Further, BIM model described in step 1, transition, setting pot, sand discharge hole including inducer control lock, pipe shaft
Pipeline, buttress, anchor block, snorkel, manhole, telescopic joint, the sediment outflow gate valve etc. of section.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual method is not limited thereto.So if the common skill of this field
Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (2)
- A kind of method 1. inverted-siphon based on BIM technology is designed and constructed, it is characterised in that: the following steps are included:Step 1. creates inverted-siphon BIM model；Step 2. is based on BIM model water force and optimization；At different flow rates value be parameter preset, calculate caliber, water-head, Head loss, pipe thickness, inducer sand setting pool size, downstream canal bottom elevation, stilling pond size, carrying flow velocity etc.；Until excellent Change filters out optimal data, and optimal data is using head loss and carrying flow velocity as judgment criteria；Step 3. nominal situation is simulated based on BIM under the conditions of, under quicksand excess working condition, flow velocity transfinite it is stifled under working condition Plug, siltation situation, the relevant parameters such as re-optimization flow velocity；Step 4. is based on BIM model and carries out construction simulation, carries out visualization and tells somebody what one's real intentions are；Step 5. is based on BIM technology and carries out construction management, and bursting problem inputs BIM model, re-optimization, until problem in construction It solves.
- The method 2. a kind of inverted-siphon based on BIM technology according to claim 1 is designed and constructed, it is characterised in that: step 1 Described in BIM model, transition, setting pot including inducer, sand discharge hole control lock, the pipeline of pipe shaft section, buttress, anchor block, Snorkel, manhole, telescopic joint, sediment outflow gate valve etc..
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360244.3A CN110083950B (en) | 2019-04-30 | 2019-04-30 | Inverted siphon design construction method based on BIM technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910360244.3A CN110083950B (en) | 2019-04-30 | 2019-04-30 | Inverted siphon design construction method based on BIM technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110083950A true CN110083950A (en) | 2019-08-02 |
| CN110083950B CN110083950B (en) | 2023-05-23 |
Family
ID=67418042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910360244.3A Active CN110083950B (en) | 2019-04-30 | 2019-04-30 | Inverted siphon design construction method based on BIM technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110083950B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110427729A (en) * | 2019-08-19 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of rain sewage treatment construction of sponge city and O&M method based on BIM technology |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3494462A (en) * | 1967-07-28 | 1970-02-10 | Gen Epuration Et D Assainissem | Sludge settling apparatus |
| US20110307281A1 (en) * | 2010-06-11 | 2011-12-15 | Satterfield & Pontikes Construction, Inc. | Model inventory manager |
| CN105844017A (en) * | 2016-03-24 | 2016-08-10 | 中国十七冶集团有限公司 | Method for optimizing designs of underground pipe network and landscape plantation by using BIM technology |
| CN108287979A (en) * | 2018-03-27 | 2018-07-17 | 河海大学 | A kind of water discharging structure optimum design method based on VR-BIM technologies |
-
2019
- 2019-04-30 CN CN201910360244.3A patent/CN110083950B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3494462A (en) * | 1967-07-28 | 1970-02-10 | Gen Epuration Et D Assainissem | Sludge settling apparatus |
| US20110307281A1 (en) * | 2010-06-11 | 2011-12-15 | Satterfield & Pontikes Construction, Inc. | Model inventory manager |
| CN105844017A (en) * | 2016-03-24 | 2016-08-10 | 中国十七冶集团有限公司 | Method for optimizing designs of underground pipe network and landscape plantation by using BIM technology |
| CN108287979A (en) * | 2018-03-27 | 2018-07-17 | 河海大学 | A kind of water discharging structure optimum design method based on VR-BIM technologies |
Non-Patent Citations (1)
| Title |
|---|
| 何建军等: "BIM技术在中国博览会会展综合体项目工作面划分中的应用", 《施工技术》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110427729A (en) * | 2019-08-19 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of rain sewage treatment construction of sponge city and O&M method based on BIM technology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110083950B (en) | 2023-05-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2022047970A1 (en) | Bim-based method for simulated calculation of deep foundation pit before construction | |
| Walski et al. | Advanced water distribution modeling and management | |
| CN105844017A (en) | Method for optimizing designs of underground pipe network and landscape plantation by using BIM technology | |
| US20190110413A1 (en) | Drip Irrigation Emitter Flow Channel Structural Design Method and Fractal Flow Channel Drip Irrigation Emitter Product Therefor | |
| CN110083950A (en) | A kind of inverted-siphon design and construction method based on BIM technology | |
| CN106837856B (en) | Design method of three-blade impeller of efficient wear-resistant dredge pump and impeller | |
| CN115270241A (en) | Design method and system of multi-bucket siphon roof drainage system | |
| CN111411628A (en) | Medium-heat lining concrete water cooling method based on maximum inner surface temperature difference age | |
| CN110991997A (en) | BIM technology-based comprehensive pipeline design construction method | |
| CN106354933B (en) | A kind of ultra-large type waste heat boiler pipeline pressure test method based on BIM technology | |
| CN208237331U (en) | Feedwater piping press and open holes node unit | |
| CN110569559A (en) | Method for calculating maximum temperature tensile stress of end free lining plate in concrete construction period | |
| CN111126691A (en) | Project management method and related product | |
| CN205134910U (en) | Scaffold of interim water can supply to be under construction | |
| CN206800470U (en) | A kind of electrodynamic type automatic lifting inspection well cover | |
| CN112818448B (en) | Design method of underground factory building rock wall crane beam based on BIM technology | |
| CN206015598U (en) | A kind of pipe-line system for hydraulic engineering river regulation | |
| CN110069881A (en) | A kind of rain sewerage Design and Build method based on BIM technology | |
| CN214194466U (en) | Reserved grouting hole structure for foundation treatment of embedded large-scale vibration equipment | |
| CN211853530U (en) | Ground test manifold and ground test system | |
| CN103488828A (en) | Construction method for using finite element models to resist cracks | |
| CN113821858A (en) | Revit-based method for disassembling electromechanical embedded parts in any concrete pouring block | |
| CN208845174U (en) | A kind of vertical shaft slide model concrete calendering device | |
| CN203412083U (en) | Integral type sewage precipitating well | |
| WO2020164168A1 (en) | Axial-flow pump impeller design method based on axial distance |
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 |