CN112733243B - BIM technology-based pipeline comprehensive optimization method - Google Patents
BIM technology-based pipeline comprehensive optimization method Download PDFInfo
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Abstract
The invention discloses a pipeline comprehensive optimization method based on a BIM technology, and relates to the technical field of pipeline design and construction equipment. A pipeline comprehensive optimization method based on a BIM technology comprises the following steps: classify the pipeline, functional pipeline sets up to one kind of pipeline, and supply class pipeline sets up to two kinds of pipelines, and blowdown class pipeline sets up to three kinds of pipelines, and is managed the district and divide into first area in district, second area in district and third area in district and to one kind of pipeline, two kinds of pipelines and three kinds of pipelines respectively with the pipeline laying, step two: and performing three-dimensional modeling on the pipeline and the line thereof by using BIM, labeling the material according to the actual use condition, and performing color classification on the material according to the function of the pipeline. According to the collision detection of the BIM, the cross collision and the parallel collision of the pipelines are respectively processed by adopting the pipeline bridging piece and the pipeline parallel auxiliary piece, and the construction problem caused by the fact that the pipelines are not physically crossed is proved.
Description
Technical Field
The invention relates to the technical field of pipeline design and construction equipment, in particular to a comprehensive optimization method of a pipeline based on a BIM technology.
Background
BIM is a process of unified coordination from planning, designing, constructing to managing stages, and is operating software for converting a standard concept into corresponding data, and during the construction of a building, the laying of a pipeline needs to be designed in the BIM software to determine the installation size, the installation position and relevant material information.
When BIM is used for designing pipelines, due to the fact that pipelines are numerous, the situation of pipeline cross collision can be found during modeling, and if the situation is not processed and found, serious problems can be caused in construction.
Disclosure of Invention
The invention aims to provide a pipeline comprehensive optimization method based on a BIM technology to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the pipeline comprehensive optimization method based on the BIM technology comprises the following specific optimization methods:
the method comprises the following steps: classifying the pipelines according to the use requirements, setting the functional pipelines as first-class pipelines, setting the supply-class pipelines as second-class pipelines, setting the sewage-discharge-class pipelines as third-class pipelines, dividing the pipeline laying area into a first pipe area, a second pipe area and a third pipe area from top to bottom according to the height, respectively aligning the first-class pipelines, the second-class pipelines and the third-class pipelines, and determining laying rules according to the BIM comprehensive pipeline optimization principle;
step two: performing three-dimensional modeling on the pipeline and the line thereof by using BIM, labeling the material according to the actual use condition, and performing color classification on the material according to the function of the pipeline;
step three: performing collision detection between pipelines on the three-dimensional model of the BIM pipeline, detecting cross collision and parallel collision between the pipelines, and marking position coordinates of the cross collision and the parallel collision;
step four: the two pipelines in cross collision are processed by the pipeline bridging piece, and the pipeline with low cost and high cost is used as a processing rule to connect the pipeline bridging piece on the pipeline with lower cost according to the size and the material of the pipeline, and both pipelines need to be connected with the pipeline bridging piece under special conditions;
step five: when two pipelines which are collided in parallel are treated, one pipeline is horizontally deviated, the two pipelines are fixed by using pipeline parallel auxiliary pieces, and the pipeline parallel auxiliary pieces are arranged at the head, the tail and the middle parts of the adjacent pipelines;
step six: the positions of pipelines needing to use equipment or connecting pieces are relatively unified, adjacent equipment needing to be overhauled is concentrated at one position, a plurality of underground overhaul wells are built, and the equipment needing to be overhauled is included inside the underground overhaul wells;
step seven: and outputting the corrected three-dimensional drawing, outputting the three-dimensional drawing as a construction drawing with a specific size, and making an operation animation demonstration when each pipeline is installed by using three-dimensional software.
Furthermore, a special case in said fourth step is that when two cross-collided pipes are used individually with a pipe bridge, which would encroach on other pipes, both pipes are required to be connected with adapter bridges, which are used at a lower height than normal pipe bridges.
Furthermore, the first pipe area, the second pipe area and the third pipe area in the first step are not limited in space height and can be arranged above the building base surface and below the building base surface.
Furthermore, the underground access wells in the sixth step are adapted to the pipeline network below the building base level, the number of the underground access wells is multiple, and each underground access well is marked with the information of the access pipeline.
Furthermore, the first type of pipeline in the first step comprises an electric power pipeline, a steam pipeline and a fire-fighting pipeline, the second type of pipeline comprises a water pipe, a heating pipe and a gas pipe, and the third type of pipeline comprises a drain pipe, a blow-off pipe and a middle water pipe.
Furthermore, the operation in the seventh step is performed with demonstration animation for assisting the workers in the field construction operation.
Compared with the prior art, the invention has the beneficial effects that:
according to the comprehensive pipeline optimization method based on the BIM technology, cross collision and parallel collision of pipelines are respectively processed by adopting a pipeline bridging piece and a pipeline parallel auxiliary piece through collision detection according to the BIM, and the problem of construction caused by physical cross among the pipelines is solved.
Drawings
FIG. 1 is a schematic view of a piping partition structure according to the present invention;
FIG. 2 is a schematic view of the cross-collision process of the present invention;
FIG. 3 is a schematic view of the parallel crash processing of the present invention;
fig. 4 is a schematic view of a manhole structure according to the present invention.
In the figure: 1. a first pipe area; 2. a second tube region; 3. a third tube region; 4. a type of pipe; 5. a second type of pipeline; 6. three types of pipelines; 7. a pipe bridge; 8. a pipeline parallel auxiliary member; 9. an underground manhole; 10. a bridge is fitted.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without making any creative effort based on the embodiments in the present invention, belong to the protection scope of the present invention.
It should be noted that in the description of the present invention, the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are only for convenience of description and simplification of description, and do not indicate or imply that the referred device or element must have a specific orientation, be configured in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
Further, it will be appreciated that the dimensions of the various elements shown in the figures are not drawn to scale, for ease of description, and that the thickness or width of some layers may be exaggerated relative to other layers, for example.
It should be noted that like reference numerals and letters refer to like items in the following figures, and thus, once an item is defined or illustrated in one figure, it will not need to be further discussed or illustrated in detail in the description of the following figure.
As shown in fig. 1 to 4, the present invention provides a technical solution: the pipeline comprehensive optimization method based on the BIM technology comprises the following specific optimization methods:
the method comprises the following steps: classifying the pipelines according to the use requirements, setting the functional pipelines as first-class pipelines 4, setting the supply pipelines as second-class pipelines 5 and setting the sewage-discharging pipelines as third-class pipelines 6, dividing the pipeline laying area into a first pipe area 1, a second pipe area 2 and a third pipe area 3 from top to bottom according to the height, respectively laying the first-class pipelines 4, the second-class pipelines 5 and the third-class pipelines 6, and determining the laying rules according to the BIM comprehensive pipeline optimization principle;
step two: performing three-dimensional modeling on the pipeline and the line thereof by using BIM, labeling the material according to the actual use condition, and performing color classification on the material according to the function of the pipeline;
step three: performing collision detection between pipelines on the three-dimensional model of the BIM pipeline, detecting cross collision and parallel collision between the pipelines, and marking position coordinates of the cross collision and the parallel collision;
step four: processing two pipelines which are in cross collision by using a pipeline bridging piece 7, connecting the pipeline bridging piece 7 on a pipeline with lower cost by using a pipeline with low cost and high cost as a processing rule according to the size and the material of the pipeline, and connecting the pipeline bridging piece 7 on the pipeline with lower cost under special conditions;
step five: when two pipelines which are collided in parallel are treated, one pipeline is horizontally deviated, the two pipelines are fixed by using pipeline parallel auxiliary pieces 8, and the pipeline parallel auxiliary pieces 8 are arranged at the head, the tail and the middle parts of the adjacent pipelines;
step six: the positions of pipelines needing equipment or connecting pieces are relatively unified, adjacent equipment needing to be overhauled is concentrated at one position, a plurality of underground overhaul wells 9 are built, and the equipment needing to be overhauled is contained in the underground overhaul wells;
step seven: and outputting the corrected three-dimensional drawing, outputting the three-dimensional drawing as a construction drawing with a specific size, and making an operation animation demonstration when each pipeline is installed by using three-dimensional software.
A special case in step four is when two cross-collided pipes are needed to connect both of the pipes to the adapter bridge 10 when the pipe bridge 7 is used singly to invade other pipes, and the height of the used adapter bridge 10 is lowered compared to the normal pipe bridge 7.
The first pipe area 1, the second pipe area 2 and the third pipe area 3 in the first step are not limited in space height and can be arranged above a building base surface or below the building base surface.
And sixthly, the underground maintenance wells 9 are matched with the pipeline network which is lower than the building base surface, the number of the underground maintenance wells 9 is multiple, and each underground maintenance well 9 is marked with maintenance pipeline information.
The first type pipeline 4 in the first step comprises an electric power pipeline, a steam pipeline and a fire fighting pipeline, the second type pipeline 5 comprises a water pipe, a heating pipe and a gas pipe, and the third type pipeline 6 comprises a drain pipe, a blow-off pipe and a reclaimed water pipe.
And operation demonstration animation in the seventh step is used for assisting workers in site construction operation.
The working principle is as follows: the following steps are followed in use, step one: classifying the pipelines according to the use requirements, setting the functional pipelines into a first class of pipelines 4, setting the supply class of pipelines into a second class of pipelines 5, setting the pollution discharge class of pipelines into a third class of pipelines 6, dividing the pipeline laying area into a first pipeline area 1, a second pipeline area 2 and a third pipeline area 3 from top to bottom according to the height, and respectively determining laying rules according to the BIM comprehensive pipeline optimization principle, and the step two: using BIM to carry out three-dimensional modeling on the pipeline and the line thereof, marking the material according to the actual use condition, and carrying out color classification on the material according to the function of the pipeline, and the third step is that: performing collision detection between pipelines on the three-dimensional model of the BIM pipeline, detecting cross collision and parallel collision between the pipelines, and marking position coordinates of the cross collision and the parallel collision, wherein the step four is as follows: two pipelines to cross collision utilize pipeline bridging piece 7 to handle, according to the size and the pipeline material of pipeline to the cost is low to let the pipeline that the cost is high connect pipeline bridging piece 7 for handling the rule on the lower pipeline of cost, and the two all needs to connect pipeline bridging piece 7 under the special circumstances, step five: carry out horizontal migration to one of them pipeline when handling two pipelines to parallel collision to use the parallel auxiliary member 8 of pipeline to fix two pipelines, all be provided with the parallel auxiliary member 8 of pipeline at the adjacent head and the tail of pipeline and middle part, step six: the pipelines which need to use equipment or connecting pieces are relatively unified in position, adjacent equipment which needs to be overhauled is concentrated at one position, a plurality of underground overhaul wells 9 are built, and the equipment which needs to be overhauled is included in the underground overhaul wells, and the method comprises the following steps: and outputting the corrected three-dimensional drawing, outputting the three-dimensional drawing as a construction drawing with a specific size, and making an operation animation demonstration when each pipeline is installed by using three-dimensional software.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The comprehensive pipeline optimization method based on the BIM technology is characterized by comprising the following steps: the specific optimization method comprises the following steps:
the method comprises the following steps: classifying the pipelines according to the use requirements, setting the functional pipelines as first-class pipelines (4), setting the supply-class pipelines as second-class pipelines (5), setting the sewage-discharge-class pipelines as third-class pipelines (6), dividing the pipeline laying area into a first pipe area (1), a second pipe area (2) and a third pipe area (3) from top to bottom according to the height, respectively aiming at the first-class pipelines (4), the second-class pipelines (5) and the third-class pipelines (6), and determining the laying rules according to the BIM comprehensive pipeline optimization principle;
step two: performing three-dimensional modeling on the pipeline and the line thereof by using BIM, marking the material according to the actual use condition, and classifying the color of the material according to the function of the pipeline;
step three: performing collision detection between pipelines on the three-dimensional model of the BIM pipeline, detecting cross collision and parallel collision between the pipelines, and marking position coordinates of the cross collision and the parallel collision;
step four: processing two pipelines which are in cross collision by using a pipeline bridge piece (7), connecting the pipeline bridge piece (7) on a pipeline with lower cost by using a pipeline with low cost and high cost as a processing rule according to the size and the material of the pipeline, and connecting the pipeline bridge piece (7) on the pipeline with lower cost under special conditions;
step five: when two parallel pipelines are processed, one pipeline is horizontally deviated, the two pipelines are fixed by pipeline parallel auxiliary pieces (8), and the pipeline parallel auxiliary pieces (8) are arranged at the head, the tail and the middle parts of the adjacent pipelines;
step six: the positions of pipelines needing equipment or connecting pieces are relatively unified, adjacent equipment needing to be overhauled is concentrated at one position, a plurality of underground overhaul wells (9) are built, and the equipment needing to be overhauled is contained inside;
step seven: and outputting the corrected three-dimensional drawing, outputting the three-dimensional drawing as a construction drawing with a specific size, and making an operation animation demonstration when each pipeline is installed by using three-dimensional software.
2. The BIM technology-based pipeline comprehensive optimization method according to claim 1, wherein: the special case in the fourth step is that when two cross-collided pipes individually use the pipe bridge (7) and invade other pipes, both pipes need to be connected with the adapter bridge (10), and the height of the used adapter bridge (10) is reduced compared with the normal pipe bridge (7).
3. The BIM technology-based pipeline comprehensive optimization method according to claim 1, wherein: the first pipe area (1), the second pipe area (2) and the third pipe area (3) in the first step are not limited in space height and can be arranged above a building base surface or below the building base surface.
4. The BIM technology-based pipeline comprehensive optimization method according to claim 1, wherein: and in the sixth step, the underground maintenance wells (9) are adapted to the pipeline network lower than the building base surface, the number of the underground maintenance wells (9) is multiple, and each underground maintenance well (9) is marked with maintenance pipeline information.
5. The BIM technology-based pipeline comprehensive optimization method according to claim 1, wherein: the first-class pipeline (4) in the first step comprises an electric pipeline, a steam pipeline and a fire-fighting pipeline, the second-class pipeline (5) comprises a water pipe, a heating pipe and a gas pipe, and the third-class pipeline (6) comprises a drain pipe, a blow-off pipe and a reclaimed water pipe.
6. The BIM technology-based pipeline comprehensive optimization method according to claim 1, wherein: and operation demonstration animations in the seventh step are used for assisting workers in field construction operation.
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| CN114491883B (en) * | 2021-12-31 | 2024-08-02 | 天津博迈科海洋工程有限公司 | Intelligent installation method for large oil and gas module pipeline parts |
| CN118171380B (en) * | 2024-05-15 | 2024-08-16 | 北京市第三建筑工程有限公司 | Deep design method for bridge direction conversion pipe fitting in narrow electric well space |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102867077A (en) * | 2012-07-05 | 2013-01-09 | 西安理工大学 | BIM (Building Information Modeling)-based metro comprehensive pipeline adjustment method |
| CN103093061A (en) * | 2013-02-07 | 2013-05-08 | 中铁二十二局集团电气化工程有限公司 | Complex pipeline collision optimization method of subway electromechanical engineering |
| CN106202831A (en) * | 2016-08-10 | 2016-12-07 | 中国建筑第八工程局有限公司 | A kind of pipeline layout optimization method based on BIM |
| CN107103115A (en) * | 2017-03-24 | 2017-08-29 | 中冶南方城市建设工程技术有限公司 | A kind of town road pipeline optimizing method for disposing based on BIM |
| GB2549753A (en) * | 2016-04-27 | 2017-11-01 | Ensign Advanced Systems Ltd | Designing support systems for building services |
| CN109614723A (en) * | 2018-12-14 | 2019-04-12 | 中建二局第建筑工程有限公司 | A kind of comprehensive construction method based on BIM technology |
| CN209104733U (en) * | 2018-12-26 | 2019-07-12 | 陕西建工第三建设集团有限公司 | A kind of electrical groove box three-dimensional connector of multidirectional intercommunication |
| CN110990983A (en) * | 2019-12-05 | 2020-04-10 | 中建长远建设有限公司 | Water supply pipeline cross arrangement method |
| CN111724124A (en) * | 2020-05-27 | 2020-09-29 | 上海宝冶集团有限公司 | BIM technology-based pipeline comprehensive construction method |
| CN112182817A (en) * | 2020-09-24 | 2021-01-05 | 中铁八局集团昆明铁路建设有限公司 | BIM model-based pipeline arrangement method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8183461B2 (en) * | 2009-04-01 | 2012-05-22 | Hubbell Incorporated | Raceway bridge assembly |
| CN110929325A (en) * | 2019-11-30 | 2020-03-27 | 四川鸥鹏建筑工程公司 | Building Information Modeling (BIM) -based comprehensive pipe gallery modeling method |
-
2021
- 2021-01-19 CN CN202110068606.9A patent/CN112733243B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102867077A (en) * | 2012-07-05 | 2013-01-09 | 西安理工大学 | BIM (Building Information Modeling)-based metro comprehensive pipeline adjustment method |
| CN103093061A (en) * | 2013-02-07 | 2013-05-08 | 中铁二十二局集团电气化工程有限公司 | Complex pipeline collision optimization method of subway electromechanical engineering |
| GB2549753A (en) * | 2016-04-27 | 2017-11-01 | Ensign Advanced Systems Ltd | Designing support systems for building services |
| CN106202831A (en) * | 2016-08-10 | 2016-12-07 | 中国建筑第八工程局有限公司 | A kind of pipeline layout optimization method based on BIM |
| CN107103115A (en) * | 2017-03-24 | 2017-08-29 | 中冶南方城市建设工程技术有限公司 | A kind of town road pipeline optimizing method for disposing based on BIM |
| CN109614723A (en) * | 2018-12-14 | 2019-04-12 | 中建二局第建筑工程有限公司 | A kind of comprehensive construction method based on BIM technology |
| CN209104733U (en) * | 2018-12-26 | 2019-07-12 | 陕西建工第三建设集团有限公司 | A kind of electrical groove box three-dimensional connector of multidirectional intercommunication |
| CN110990983A (en) * | 2019-12-05 | 2020-04-10 | 中建长远建设有限公司 | Water supply pipeline cross arrangement method |
| CN111724124A (en) * | 2020-05-27 | 2020-09-29 | 上海宝冶集团有限公司 | BIM technology-based pipeline comprehensive construction method |
| CN112182817A (en) * | 2020-09-24 | 2021-01-05 | 中铁八局集团昆明铁路建设有限公司 | BIM model-based pipeline arrangement method |
Non-Patent Citations (7)
| Title |
|---|
| Research on optimization design of underground garage comprehensive pipeline based on BIM technology;Pengfei Li et al.;《IOP conference series: Materials science and engineering》;20200515;第1-6页 * |
| 基于ArcEngine的管线碰撞分析算法设计与实现;廉光伟 等;《城市勘测》;20141215;第96-99页 * |
| 基于BIM技术的综合管线设计在地铁中的优化分析;李伟等;《沈阳大学学报(自然科学版)》;20200415(第02期);第50-54页 * |
| 基于BIM的地铁综合管线设计优化方法研究;马捷;《中国优秀硕士学位论文全文数据库工程科技II辑》;20151215;第1-72页 * |
| 基于BIM的建筑综合管线优化研究;谢焕连;《中国优秀硕士学位论文全文数据库工程科技II辑》;20190415;第1-88页 * |
| 基于BIM的管线综合技术优化研究与实践;王咸锋 等;《能源与环保》;20170615;第23-29页 * |
| 工程设计阶段BIM技术应用研究;张哲;《中国优秀硕士学位论文全文数据库工程科技II辑》;20190415;第1-56页 * |
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