CN112115532B - Engineering quantity calculation method of cyclone pool based on computerization combined modeling - Google Patents
Engineering quantity calculation method of cyclone pool based on computerization combined modeling Download PDFInfo
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Abstract
The invention provides a method for calculating the engineering quantity of a cyclone pool based on computer-aided combined modeling, which comprises the following steps: a segmentation step, namely dividing the cyclone pool into a plurality of segments; a modeling step, namely establishing a model, and modeling each section of the segmented cyclone pool in the model; an obtaining step, after the modeling step is completed, obtaining the modeled data of each section of the rotational flow pool in the model; and a calculating step, calculating the engineering quantity of the cyclone pool according to the data acquired in the acquiring step. The invention completely subverts a manual calculation mode to simultaneously complete a plurality of different single project quantities in one model, shortens the calculation period of the project quantities, improves the calculation quality, avoids the loss of the project quantities and materials, lays a firm foundation for the calculation and measurement work of the later period of the progress report quantity, and greatly improves the calculation speed of the project quantity of the cyclone pool.
Description
Technical Field
The invention relates to the technical field of engineering quantity calculation of a cyclone pool, in particular to a method for calculating the engineering quantity of the cyclone pool based on computer-aided combined modeling.
Background
At present, the market economy develops today, and the construction cost is more and more emphasized and reflected in the aspects of social economy and life, namely the construction cost is paid unprecedented attention by government investment projects, enterprise investment projects, external investment projects, personal investment projects and engineering contractors. At present, no matter investment estimation, approximate calculation, budget and settlement are closely related to the engineering quantity, and no engineering cost exists independently of the engineering quantity, so that strong attention needs to be paid to basic calculation work which is extremely important in engineering cost management to determine and control the engineering cost. Under the era background of the rapid development of the application of the BIM (Building Information Modeling) technology, the fusion of the traditional engineering cost and the BIM technology is a great trend and is also a necessary condition for making the fine engineering calculation. Various BIM modeling calculation amount software in the current market is in a hundred-flower buzz state, and is mainly developed and optimized for building construction engineering. In addition, due to the fact that the BIM modeling computation amount software of the current metallurgical industrial engineering, municipal engineering and the like has software technology development problems or software engineers do not deeply know relevant professional engineering specifications and rules and the like, the development of the functions of the professional engineering BIM modeling software is not thorough, and the actual use requirements of engineering participants cannot be met.
The industrial building is different from the civil building, the computerized modeling is directly completed through software, the engineering quantity of the cyclone pool of the industrial building can be only completed in a complicated manual calculation mode, and part of the engineering quantity is completed through the computerized modeling.
Specifically, when the engineering quantity of the swirling flow pool is calculated, the swirling flow pool is formed by members with different structural forms, such as a complex structural form, an underground buried depth of twenty-three meters, a main structural inner lining wall, a foundation bottom plate, a reverse platform, a flow stabilizing plate, a water washing tank, an inner cylinder, a beam plate and the like. The extremely complicated engineering quantity calculation brings great difficulty to the engineering quantity calculation, the complicated manual calculation mode can be only used for carrying out the engineering quantity calculation, and each single item needs to be calculated in a complicated repeated calculation process due to different specialities, so that great strength is brought to the engineering quantity calculation, and calculation omission or repeated calculation is easy to happen. The above problems are urgently needed to be solved.
Disclosure of Invention
In view of the above, the invention provides a method for calculating the engineering quantity of a cyclone pool based on computer-aided combined modeling, and aims to solve the problem that the engineering quantity of the cyclone pool is difficult to calculate.
In one aspect, the invention provides a method for calculating the engineering quantity of a rotational flow pool based on computer-aided combined modeling, which comprises the following steps:
a segmentation step, namely dividing the cyclone pool into a plurality of segments;
a modeling step, namely establishing a model, and modeling each section of the segmented cyclone pool in the model;
an obtaining step, after the modeling step is completed, obtaining the modeled data of each section of the swirling flow pool in the model;
and a calculating step, calculating the engineering quantity of the cyclone pool according to the data acquired in the acquiring step.
Further, the segmenting step comprises: the method comprises the steps of lining wall segmentation, crown beam segmentation, reserved rib joint bar segmentation, foundation slab segmentation, inverted platform segmentation, flow stabilizing plate segmentation, water suction groove segmentation, ring beam and inner cylinder wall segmentation and structural beam plate and reserved rib segmentation.
Further, the modeling step includes: the method comprises the following steps of inner lining wall modeling, crown beam modeling, reserved rib joint bar modeling, foundation slab modeling, inverted platform modeling, flow stabilizing plate modeling, water suction groove modeling, ring beam and inner cylinder wall modeling and structural beam plate and reserved rib modeling.
Further, the interior lining wall segmenting step includes: and dividing the inner lining wall into three construction sections according to the burial depth of the cyclone pool.
Further, the modeling step includes: after the interior lining wall is divided into three construction sections, three sections of interior lining wall components are built in the model through wall modules.
Further, after the three sections of the interior lining wall components are built, editing and setting vertical stressed steel bars of the three sections of interior lining wall components according to design requirements; and respectively drawing the three sections of interior lining wall component primitives according to the optimized data.
Further, the modeling of the foundation slab includes: drawing and editing base plate primitives in the model, defining the base plate primitive reinforcement range according to the reinforcement form, and setting standard connection anchoring and arrangement of double-layer bidirectional stress steel bars.
Further, the reverse stage modeling includes: and establishing a reverse component in the model, drawing a primitive, and setting and adjusting a reverse slope primitive.
Further, the modeling of the stabilizer plate includes: and establishing a stabilizer component in the model and drawing the graphic primitive.
Further, the water absorption tank modeling comprises: and establishing a water absorption groove component in the model, and drawing a water absorption groove primitive.
Compared with the prior art, the method has the advantages that the swirl pool reinforcing steel bars, concrete, templates and other electric calculation modeling are simultaneously completed in one model to obtain accurate calculation data required by engineering, an effective modeling method is provided, the innovative comprehensive application of the industrial building swirl Chi Diansuan combined modeling reinforcing steel bar fine adjustment series electric calculation combined modeling method is conveniently displayed to carry out fine splitting, the method thoroughly subverts a manual calculation mode to simultaneously complete a plurality of different single project quantity electric calculations in one model to shorten the project quantity calculation period, improve the electric calculation quality, avoid the loss of the project quantity and materials, lay a firm foundation for the later-stage calculation of the progress report quantity, and greatly improve the calculation speed of the swirl pool project quantity.
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Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a flowchart of a method for calculating engineering quantity of a swirling pool based on computerization modeling according to an embodiment of the present invention;
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1, the embodiment provides a method for calculating the engineering quantity of a cyclone pool based on computer-aided combined modeling, which includes the following steps:
step S101: a segmentation step, namely dividing the cyclone pool into a plurality of segments;
step S102: a modeling step, namely establishing a model, and modeling each section of the segmented cyclone pool in the model;
step S103: an obtaining step, after the modeling step is completed, obtaining the modeled data of each section of the swirling flow pool in the model;
step S104: and a calculating step, calculating the engineering quantity of the cyclone pool according to the data acquired in the acquiring step.
Specifically, the segmenting step includes: the method comprises the steps of lining wall segmentation, crown beam segmentation, reserved rib joint bar segmentation, foundation slab segmentation, inverted platform segmentation, flow stabilizing plate segmentation, water suction groove segmentation, ring beam and inner cylinder wall segmentation and structural beam plate and reserved rib segmentation.
Specifically, the modeling step includes: the method comprises the following steps of inner lining wall modeling, crown beam modeling, reserved rib joint bar modeling, foundation slab modeling, inverted platform modeling, flow stabilizing plate modeling, water suction groove modeling, ring beam and inner cylinder wall modeling and structural beam plate and reserved rib modeling.
Specifically, the interior lining wall segmenting step includes: and dividing the inner lining wall into three construction sections according to the burial depth of the rotational flow pool.
Specifically, the modeling step includes: and after the interior lining wall is divided into three construction sections, establishing three sections of interior lining wall components in the model through wall modules.
Specifically, after three sections of the interior lining wall components are built, vertical stressed steel bars of the three sections of the interior lining wall components are edited and set according to design requirements; and respectively drawing the three sections of interior lining wall component primitives according to the optimized data.
Specifically, the foundation sole modeling comprises: drawing and editing base plate primitives in the model, defining the base plate primitive reinforcement range according to the reinforcement form, and setting standard connection anchoring and arrangement of double-layer bidirectional stress steel bars.
Specifically, the reverse stage modeling includes: and establishing a reverse component in the model, drawing a primitive, and setting and adjusting a reverse slope primitive.
Specifically, the modeling of the stabilizer plate includes: and establishing a flow stabilizing plate component in the model and drawing the graphic primitive.
Specifically, the water suction slot modeling includes: and establishing a water absorption groove component in the model, and drawing a water absorption groove primitive.
It can be seen that the computerized modeling of the swirl pool reinforcing steel bars, concrete, templates and the like is completed in one model simultaneously to obtain accurate calculation data required by the engineering, an effective modeling method is provided, the industrial building swirl Chi Diansuan combined modeling reinforcing steel bar fine adjustment series computerized combined modeling method is convenient to show for innovative comprehensive application to fine splitting, the invention thoroughly subverts a manual calculation mode to complete a plurality of different single project quantity computerized calculations in one model simultaneously, shortens the calculation period of the project quantity, improves the computerized quality, avoids the loss of the project quantity and materials, lays a firm foundation for later-stage calculation and measurement work of the progress report quantity, and greatly improves the calculation speed of the project quantity of the swirl pool.
Specifically, taking a cyclone pool with the diameter of 19000mm and the burial depth of-23000 mm as an example, the method can be implemented by the following steps:
1. the reverse construction method is optimized, the inner lining wall is constructed in three construction sections, and each section is about 7500 mm.
1. And (4) building a lining wall component and editing component attribute nodes to set drawing computerization primitives.
2. And-2100 mm crown beam setting adjustment integrated computer-aided combined modeling.
3. And (4) setting and adjusting the structural reserved steel bar and the steel bar, and performing integrated computer-aided modeling.
1. The Liang Yuliu steel bar arrangement and adjustment integrated computer-aided combined modeling of the structure.
2. And setting and adjusting the integral computer-controlled combined modeling of the reserved steel bar of the structural top plate.
4. -21000mm foundation slab integrated computer combined modeling reinforcement fine adjustment
1. Drawing and editing the primitive of the base plate.
2. And (3) finely adjusting the stressed steel bars of the bottom plate, and defining the range of the reinforcement of the graphic elements according to the form of the reinforcement.
5. And (3) fine adjustment of primitives of-13500 mm to-21000 mm (C15 plain concrete inverted table).
1. And newly building a reverse table component drawing primitive.
2. And (5) setting the side slope of the reverse table primitive to finely adjust the side slope.
6. And (4) finely adjusting the steel bars in the integrated computer combination modeling of the flow stabilizing plate.
7. Fine adjustment of integrated computer-controlled combined reinforcing steel bar mold of absorption tank
8. And setting and adjusting the nodes of the ring beam and the inner cylinder wall integrated computer combination modeling.
1. And the ring beam is provided with integrated computer combination modeling steel bar fine adjustment.
2. And (4) setting and adjusting the inner barrel wall primitive, and finely adjusting the integrated computer combination modeling reinforcing steel bar.
9. And (3) setting and adjusting the integrated computer combination modeling node of the structural beam plate and the reserved rib.
1. Refined adjustment of structure beam and reserved reinforcement connection integrated computer combination modeling reinforcing steel bar
2. Fine adjustment of structural slab and reserved reinforcement connection integrated computer combination modeling reinforcing steel bar
Specifically, a reverse construction method is optimized, the inner lining wall is constructed in three construction sections according to one section of 7500mm, and main structure beam slab pre-reinforcing steel bars are reserved in the construction process of the inner lining wall. The modeling method is used for innovating and flexibly applying the basic functions of software, aiming at the cyclone pool with a complex structural form, steel bar electric calculation sample turning is completed by relying on graphic elements, the method is combined with the model, the most perfect calculation mode is achieved, the manual calculation mode is completely overturned, the quantity difference between budget and actual construction is reduced, the budget period is shortened, a plurality of single project quantities (reinforced concrete template earthwork and the like) are calculated by combining the electric calculation and modeling, accurate basis is provided for construction and precalculation, and construction is guided by relying on the BIM model.
Aiming at a complex unconventional mixed structure and an industrial building continuous casting cyclone pool shape, the method finds out the difficulty of electric calculation modeling, lists a scheme, expands the idea, and explores a BIM electric calculation method for innovation by combining a model and a calculation tool through BIM combined electric calculation. And designing and standardizing the requirements according to the stroke rule of the steel bars in the foundation through repeated modeling tests. The force-bearing steel bars are drawn and edited in the model and compared with manual calculation (sampling) data of the drawing to form a positive value, so that the technical difficulties of multiple BIM (building information modeling) calculations are solved. A new BIM calculation method is created for BIM calculation, the manual calculation mode in the past is thoroughly subverted, the calculation period of the engineering quantity is shortened, the calculation quality is improved, and the requirement of fine management of construction of the current situation is met.
The above examples, when embodied, are carried out in the following manner:
1. according to the optimized reverse construction method, the inner lining wall is divided into three construction sections.
(1) And applying the wall body module: dividing edges to establish three sections of inner side wall components;
(2) editing and setting three sections of inner side wall vertical stressed steel bar connection forms for standard connection and standard anchoring according to design requirements;
(3) and respectively drawing three sections of inner side wall primitives according to the optimized data.
2. And (3) carrying out integrated computer-aided modeling on the setting and adjustment of the-21 m crown beam.
And due to the limitation of software rules, the crown beam setting and adjusting integrated computer-aided modeling is completed through primitive combination.
3. And (4) setting and adjusting the structural reserved steel bar and the steel bar, and performing integrated computer-aided modeling.
(1) The structure Liang Yuliu dowel setting adjustment integrated computer combination modeling;
(2) and setting and adjusting the reserved steel bar and the steel bar of the structural top plate to be integrated with computer-based combined modeling.
4. -21m foundation slab integrated computer combined modeling reinforcement fine adjustment
(1) Drawing and editing base plate primitives;
(2) and setting standard connection anchoring and arrangement of double-layer bidirectional stress steel bars according to the reinforcement range of the reinforcement form definition primitive.
5. And (C15 plain concrete reverse table) fine adjustment of primitives of-13, 5m to-21 m.
(1) Establishing a reverse component drawing primitive;
(2) and setting and adjusting the reverse ramp primitive.
6. And (4) finely adjusting the steel bars in the integrated computer combination modeling of the flow stabilizing plate.
(1) Establishing a drawing primitive model of the flow stabilizer component;
(2) drawing the graphic elements of the stabilizer
7. And (4) finely adjusting the steel bar formwork by integrating absorption tanks and combining electric calculation.
(1) Establishing a water absorption trough part component;
(2) drawing water absorption groove graphic primitive in ring shape
And eighthly, setting and adjusting the nodes of the ring beam and inner cylinder wall integrated computer combination modeling.
(1) Setting an integrated computer combination modeling steel bar for fine adjustment of the ring beam;
(2) and setting and adjusting the inner barrel wall primitive, and finely adjusting the integrated computer combination modeling reinforcing steel bar.
9. And setting and adjusting the continuous casting rotational flow top layer structure beam plate and the reserved rib connection integrated computer combined modeling node.
(1) Connecting the structural beam and the reserved reinforcing steel bars into an integrated computer combined modeling reinforcing steel bar for fine adjustment;
(2) and the structural slab and the reserved reinforcing steel bar are connected into an integrated computer combination modeling reinforcing steel bar for fine adjustment.
The above facts are combined by the implementation method and the soft computing method, the existing functions of the software are flexibly applied, the modeling method is innovated, the manual computing mode is changed, a plurality of different single project quantities are simultaneously completed in one model, the project quantity computing period is shortened, the computing quality is improved, the loss of the project quantities and materials is avoided, a firm basis is laid for the later-stage settlement and calculation of the progress and report quantities, and a modeling thought is provided for software development. And technical support basis is provided for a data informatization management (BIM) platform.
As will be appreciated by one skilled in the art, embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment or an embodiment combining software and hardware aspects. Furthermore, the present application may take the form of a computer program product embodied on one or more computer-usable storage media (including, but not limited to, disk storage, CD-ROM, optical storage, and the like) having computer-usable program code embodied therein.
The present application is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus (systems), and computer program products according to embodiments of the application. It will be understood that each flow and/or block of the flowchart illustrations and/or block diagrams, and combinations of flows and/or blocks in the flowchart illustrations and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create means for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the embodiments of the invention without departing from the spirit and scope of the invention, which is to be covered by the claims.
Claims (1)
1. A method for calculating the engineering quantity of a cyclone pool based on computer-aided combined modeling is characterized by comprising the following steps:
a segmentation step, namely dividing the cyclone pool into a plurality of segments; the segmenting step comprises: the method comprises the following steps of lining wall segmentation, crown beam segmentation, reserved rib joint segmentation, foundation slab segmentation, inverted platform segmentation, flow stabilizing plate segmentation, water suction groove segmentation, ring beam and inner cylinder wall segmentation and structural beam plate and reserved rib segmentation; the interior lining wall segmenting step comprises: dividing the inner lining wall into three construction sections according to the burial depth of the cyclone pool;
a modeling step, namely establishing a model, and modeling each section of the segmented cyclone pool in the model; the modeling step includes: modeling a lining wall, modeling a crown beam, modeling reserved rib joint bars, modeling a foundation slab, modeling a reversed platform, modeling a flow stabilizing plate, modeling a water suction groove, modeling a ring beam and an inner cylinder wall and modeling a structural beam plate and reserved ribs; the modeling step includes: after the interior lining wall is divided into three construction sections, building three sections of interior lining wall components in the model through wall modules; after the three sections of the interior lining wall components are established, editing and setting vertical stressed steel bars of the three sections of interior lining wall components according to design requirements; drawing three sections of interior lining wall component primitives respectively according to the optimized data; the modeling of the foundation slab comprises: drawing and editing base plate primitives in the model, defining the reinforcement distribution range of the base plate primitives according to the reinforcement distribution form, and setting standard connection anchoring and arrangement of double-layer bidirectional stress steel bars; the reverse stage modeling comprises: establishing a reverse component in the model, drawing a primitive, and setting and adjusting a reverse slope primitive; the modeling of the stabilizer plate comprises: establishing a flow stabilizer component in the model and drawing a primitive; the water absorption tank modeling comprises: establishing a water absorption groove component in the model, and drawing a water absorption groove primitive;
an obtaining step, after the modeling step is completed, obtaining the modeled data of each section of the rotational flow pool in the model;
and a calculating step, calculating the engineering quantity of the cyclone pool according to the data acquired in the acquiring step.
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107140112A (en) * | 2017-04-20 | 2017-09-08 | 中船重工（武汉）船舶与海洋工程装备设计有限公司 | A kind of boat segmental method for fast mfg |
| CN109190206A (en) * | 2018-08-16 | 2019-01-11 | 中铁二局集团勘测设计院有限责任公司 | It is a kind of for refine calculate steel structure bridge project amount modeling method |
| CN109241579A (en) * | 2018-08-15 | 2019-01-18 | 华北水利水电大学 | A kind of fast modeling method considering attached fluid mass hyperspace transient characteristic |
| CN110096800A (en) * | 2019-04-30 | 2019-08-06 | 中国二十冶集团有限公司 | PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM |
| CN110147589A (en) * | 2019-04-30 | 2019-08-20 | 中国二十冶集团有限公司 | PC profiled beam and Cast-in-situ Beam BIM compositional modeling calculation amount method |
-
2020
- 2020-08-31 CN CN202010895092.XA patent/CN112115532B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107140112A (en) * | 2017-04-20 | 2017-09-08 | 中船重工（武汉）船舶与海洋工程装备设计有限公司 | A kind of boat segmental method for fast mfg |
| CN109241579A (en) * | 2018-08-15 | 2019-01-18 | 华北水利水电大学 | A kind of fast modeling method considering attached fluid mass hyperspace transient characteristic |
| CN109190206A (en) * | 2018-08-16 | 2019-01-11 | 中铁二局集团勘测设计院有限责任公司 | It is a kind of for refine calculate steel structure bridge project amount modeling method |
| CN110096800A (en) * | 2019-04-30 | 2019-08-06 | 中国二十冶集团有限公司 | PC rectangular beam and Cast-in-situ Beam realize the method that materials are estimated by BIM |
| CN110147589A (en) * | 2019-04-30 | 2019-08-20 | 中国二十冶集团有限公司 | PC profiled beam and Cast-in-situ Beam BIM compositional modeling calculation amount method |
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