CN114169102B - Method, device, equipment and storage medium for configuring reinforced bar bill - Google Patents
Method, device, equipment and storage medium for configuring reinforced bar bill Download PDFInfo
- Publication number
- CN114169102B CN114169102B CN202111502647.0A CN202111502647A CN114169102B CN 114169102 B CN114169102 B CN 114169102B CN 202111502647 A CN202111502647 A CN 202111502647A CN 114169102 B CN114169102 B CN 114169102B
- Authority
- CN
- China
- Prior art keywords
- reinforcement
- information
- component
- steel bar
- model
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000000034 method Methods 0.000 title claims abstract description 47
- 238000003860 storage Methods 0.000 title claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 231
- 238000013461 design Methods 0.000 claims abstract description 58
- 239000000463 material Substances 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 claims description 102
- 229910000831 Steel Inorganic materials 0.000 claims description 95
- 239000010959 steel Substances 0.000 claims description 95
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 40
- 238000009434 installation Methods 0.000 claims description 28
- 238000012544 monitoring process Methods 0.000 claims description 12
- 238000004088 simulation Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 description 21
- 238000002372 labelling Methods 0.000 description 7
- 238000004891 communication Methods 0.000 description 5
- 238000012545 processing Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000004458 analytical method Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000005303 weighing Methods 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000007405 data analysis Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000001360 synchronised effect Effects 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
- G06F30/17—Mechanical parametric or variational design
-
- 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
- G06Q10/00—Administration; Management
- G06Q10/10—Office automation; Time management
- G06Q10/103—Workflow collaboration or project management
-
- 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
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P90/00—Enabling technologies with a potential contribution to greenhouse gas [GHG] emissions mitigation
- Y02P90/30—Computing systems specially adapted for manufacturing
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Geometry (AREA)
- General Physics & Mathematics (AREA)
- Business, Economics & Management (AREA)
- Strategic Management (AREA)
- Human Resources & Organizations (AREA)
- Computer Hardware Design (AREA)
- Marketing (AREA)
- Economics (AREA)
- Evolutionary Computation (AREA)
- General Business, Economics & Management (AREA)
- Tourism & Hospitality (AREA)
- Computational Mathematics (AREA)
- Pure & Applied Mathematics (AREA)
- Mathematical Optimization (AREA)
- Mathematical Analysis (AREA)
- General Engineering & Computer Science (AREA)
- Entrepreneurship & Innovation (AREA)
- Data Mining & Analysis (AREA)
- Structural Engineering (AREA)
- Operations Research (AREA)
- Quality & Reliability (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Health & Medical Sciences (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention discloses a method, a device, equipment and a storage medium for configuring a reinforced material sheet, and belongs to the technical field of buildings. According to the invention, the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is established based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance in a prediction mode, and the reinforcement bill configuration is carried out according to the reinforcement member parameters of the reinforcement structure model, so that the accurate reinforcement bill configuration is realized, the working efficiency is improved, and the technical problems that the accurate and efficient reinforcement configuration cannot be realized when the complex building structure is faced, and the working efficiency is reduced are solved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a method, a device, equipment and a storage medium for configuring a reinforced material sheet.
Background
In the implementation process of the building engineering, the steel bar structure planning of the building is generally done in advance, when the steel bar structure planning of the building is realized, the steel bar configuration is generally carried out by software such as a three-dimensional conventional component Revit rapid-beating steel bar arrangement plug-in unit, a two-dimensional CAD, an E bar and the like in the prior art, but when facing a complex building structure, the accurate and efficient steel bar configuration cannot be realized, and the working efficiency is reduced.
The foregoing is provided merely for the purpose of facilitating understanding of the technical solutions of the present invention and is not intended to represent an admission that the foregoing is prior art.
Disclosure of Invention
The invention mainly aims to provide a method, a device, equipment and a storage medium for configuring a reinforcing steel bar bill, and aims to solve the technical problems that in the prior art, when facing a complex building structure, accurate and efficient reinforcing steel bar configuration cannot be realized and the working efficiency is reduced.
In order to achieve the above object, the present invention provides a method for configuring a reinforced bar bill, the method comprising the steps of:
when a rebar configuration instruction is received, rebar component information and preset rebar design rules of a target building are obtained;
modeling is carried out based on the reinforcement member information and the preset reinforcement design rule, and a reinforcement member model of the target building is obtained;
and obtaining the reinforcement member parameters corresponding to the reinforcement member model, and configuring the reinforcement bill for the target building according to the reinforcement member parameters and the reinforcement member model.
Optionally, the obtaining the reinforcement member parameter corresponding to the reinforcement member model, and configuring the reinforcement material sheet for the target building according to the reinforcement member parameter and the reinforcement member model includes:
acquiring construction section component information, marking the reinforcing steel bar component model according to the construction section component information, and obtaining a component marking result;
determining parameters of the steel bar member according to the steel bar member model and the member marking result;
and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
Optionally, the obtaining construction section component information, marking the reinforcement component model according to the construction section component information, and obtaining a component marking result includes:
transmitting the reinforcement member model to a user side for display, and receiving an operation instruction input by a user based on the reinforcement member model;
and acquiring target construction section component information, marking the reinforcing steel bar component model according to the target construction section component information and the operation instruction, and obtaining a component marking result.
Optionally, the obtaining the information of the target construction section component, marking the reinforcing steel bar component model according to the information of the target construction section component and the operation instruction, and obtaining a component marking result includes:
acquiring target construction section component information, and matching the target construction section component information with the reinforcing steel bar structure model;
if the matching is successful, carrying out frame selection on the information of the target construction section component in the steel bar structure model according to the operation instruction to obtain a target construction section component frame;
marking the reinforcement member model according to the target construction section member frame and the target construction section member information to obtain a member marking result.
Optionally, after the obtaining the reinforcement member parameters corresponding to the reinforcement member model, and configuring the reinforcement bill for the target building according to the reinforcement member parameters and the reinforcement member model, the method further includes:
acquiring component structure information of a reinforcement component model set of a target building;
performing component simulation installation according to the component structure information to obtain component installation flow information;
and sending the component installation flow information to a user terminal for display so that a user can install the component according to the component installation flow information.
Optionally, the acquiring the component structure information of the reinforcement component model set of the target building includes:
acquiring the component information of a target construction section;
hiding the component information of the target construction section in the reinforcement component model set of the target building to obtain component structure information.
Optionally, the sending the component installation flow information to a user terminal for display, so that after the user installs the component according to the component installation flow information, the method further includes:
combining the reinforcement member models to obtain a target building model;
and acquiring construction end monitoring data, and updating the target building model according to the construction section monitoring data.
In addition, in order to achieve the above object, the present invention also provides a reinforcing bar bill arrangement device, which includes:
the information acquisition module is used for acquiring the information of the reinforcement members of the target building and the preset reinforcement design rules when receiving the reinforcement configuration instruction;
the model component module is used for modeling based on the reinforcement component information and the preset reinforcement design rule to obtain a reinforcement component model of the target building;
and the reinforcement configuration module is used for acquiring reinforcement member parameters corresponding to the reinforcement member model, and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
In addition, in order to achieve the above object, the present invention also provides a reinforcing bar bill configuration apparatus, including: the system comprises a memory, a processor and a rebar bill configuration program stored on the memory and capable of running on the processor, wherein the rebar bill configuration program is configured to implement the steps of the rebar bill configuration method.
In addition, in order to achieve the above object, the present invention also proposes a storage medium having stored thereon a reinforcing bar bill configuration program which, when executed by a processor, implements the steps of the reinforcing bar bill configuration method as described above.
According to the invention, when a steel bar configuration instruction is received, steel bar member information and preset steel bar design rules of a target building are obtained, modeling is carried out based on the steel bar member information and the preset steel bar design rules, a steel bar member model of the target building is obtained, steel bar member parameters corresponding to the steel bar member model are obtained, and steel bar bill configuration is carried out on the target building according to the steel bar member parameters and the steel bar member model. Compared with the prior art, the method and the device have the advantages that the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is built based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance in a prediction mode, and the reinforcement bill configuration is carried out according to the reinforcement member parameters of the reinforcement structure model, so that the accurate reinforcement bill configuration is realized, the working efficiency is improved, the technical problems that the accurate and efficient reinforcement configuration cannot be realized when the complex building structure is faced are avoided, and the working efficiency is reduced.
Drawings
Fig. 1 is a schematic structural diagram of a reinforced bar bill configuration device in a hardware running environment according to an embodiment of the present invention;
fig. 2 is a schematic flow chart of a first embodiment of the reinforcement sheet configuration method of the present invention;
fig. 3 is a schematic flow chart of a second embodiment of the reinforcement bill configuration method of the present invention;
fig. 4 is a schematic flow chart of a third embodiment of the reinforcement bill configuration method of the present invention;
fig. 5 is a block diagram of a first embodiment of a rebar sheet deployment device according to the present invention.
The achievement of the objects, functional features and advantages of the present invention will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
Referring to fig. 1, fig. 1 is a schematic structural diagram of a reinforced bar bill configuration device in a hardware operation environment according to an embodiment of the present invention.
As shown in fig. 1, the reinforcing bar bill configuration apparatus may include: a processor 1001, such as a central processing unit (Central Processing Unit, CPU), a communication bus 1002, a user interface 1003, a network interface 1004, a memory 1005. Wherein the communication bus 1002 is used to enable connected communication between these components. The user interface 1003 may include a Display, an input unit such as a Keyboard (Keyboard), and the optional user interface 1003 may further include a standard wired interface, a wireless interface. The network interface 1004 may optionally include a standard wired interface, a Wireless interface (e.g., a Wireless-Fidelity (Wi-Fi) interface). The Memory 1005 may be a high-speed random access Memory (Random Access Memory, RAM) or a stable nonvolatile Memory (NVM), such as a disk Memory. The memory 1005 may also optionally be a storage device separate from the processor 1001 described above.
It will be appreciated by those skilled in the art that the structure shown in fig. 1 is not limiting of the rebar sheet configuration apparatus and may include more or fewer components than shown, or may combine certain components, or may be arranged in a different arrangement of components.
As shown in fig. 1, an operating system, a network communication module, a user interface module, and a rebar bill configuration program may be included in the memory 1005 as one type of storage medium.
In the rebar bill configuration device shown in fig. 1, the network interface 1004 is mainly used for data communication with a network server; the user interface 1003 is mainly used for data interaction with a user; the processor 1001 and the memory 1005 in the reinforced bar bill configuration device of the present invention may be disposed in the reinforced bar bill configuration device, where the reinforced bar bill configuration device invokes the reinforced bar bill configuration program stored in the memory 1005 through the processor 1001, and executes the reinforced bar bill configuration method provided by the embodiment of the present invention.
The embodiment of the invention provides a reinforced bar bill configuration method, referring to fig. 2, fig. 2 is a schematic flow chart of a first embodiment of the reinforced bar bill configuration method of the invention.
In this embodiment, the method for configuring the reinforced bar bill includes the following steps:
step S10: and when a rebar configuration instruction is received, rebar component information and preset rebar design rules of the target building are obtained.
It should be noted that, the execution body of the embodiment may be a reinforced bill configuration device, where the reinforced bill configuration may be a device with data transmission or data analysis, or may be an electronic device such as a mobile phone, a control computer, and a tablet computer, which is not particularly limited in this embodiment, and in this embodiment and the following embodiments, the control computer will be taken as an example for description.
It can be understood that the rebar configuration instruction can be a control instruction input by a user through a user terminal, wherein the rebar configuration instruction comprises rebar component information of a target building and preset rebar design rules, and the rebar component information comprises rebar design drawings and other information; the preset steel bar design rules comprise information such as steel bar design specifications, steel bar design standards and the like.
It is easy to understand that the reinforcement member information is used for providing corresponding drawing information for each reinforcement member of the building construction; the preset steel bar design rules are used for providing standardized requirements and design standards of the steel bar structure when modeling the steel bar structure of the target building.
Step S20: and modeling based on the reinforcement member information and the preset reinforcement design rule to obtain a reinforcement member model of the target building.
It should be noted that, the rebar construction model is a rebar structure model of a target building obtained by analyzing rebar component information and preset rebar design rules from the rebar configuration instructions when the control computer receives the rebar configuration instructions input by a user, and then performing model building through a modeling platform according to the rebar component information and the preset rebar design rules, where the modeling platform may be a Revit rebar modeling platform, or may be other platforms or software that can build models according to information such as rebar design drawings, rebar design specifications, rebar design standards, and the like, and the embodiment is not limited in this way.
In addition, the Revit rebar modeling platform used in the embodiment may be a plug-in based on Revit autonomous development: the nuclear power steel bar detection building information model (Building Information Modeling, BIM) sampling software uses a 'three-terminal-cloud' software architecture, namely a PC terminal, a mobile phone terminal, a browser terminal and cloud service. The method comprises the steps of turning a reinforcing steel bar on a PC end, generating a reinforcing steel bar material table, uploading the reinforcing steel bar material table, carrying out batching management, distributing processing tasks, automatically carrying out residual material calculation and tracking the processing progress of the reinforcing steel bar by a process on a browser end, automatically generating a material plate according to the material table when processing, reducing the work of manually copying the material plate, and avoiding errors generated when manually copying the material plate.
In specific implementation, the control computer analyzes the steel bar configuration instruction to obtain information such as a steel bar design drawing, a steel bar design specification and a steel bar design standard, and then establishes a steel bar model corresponding to the target building through nuclear power steel bar BIM sample turning software based on the information such as the steel bar design drawing, the steel bar design specification and the steel bar design standard.
Step S30: and obtaining the reinforcement member parameters corresponding to the reinforcement member model, and configuring the reinforcement bill for the target building according to the reinforcement member parameters and the reinforcement member model.
It is understood that the reinforcement member parameters may be size information, structural information, member property information, etc. of the reinforcement member model.
Because a plurality of reinforcement members can exist in one building, and the space structure and the size information of each member of the target building are different, in order to accurately perform reinforcement configuration on the target building, a reinforcement bill can be generated according to a reinforcement structure model of the target building and reinforcement member parameters corresponding to the reinforcement structure model, which are established by nuclear power reinforcement BIM (building information modeling) sampling software, so as to perform reinforcement configuration.
The steel bar bill comprises steel bar specifications, steel bar shapes, material breaking lengths, the number of steel bars, the weight of the steel bars and the like.
According to the embodiment, when a steel bar configuration instruction is received, steel bar member information and preset steel bar design rules of a target building are obtained, modeling is conducted on the basis of the steel bar member information and the preset steel bar design rules, a steel bar member model of the target building is obtained, steel bar member parameters corresponding to the steel bar member model are obtained, and steel bar bill configuration is conducted on the target building according to the steel bar member parameters and the steel bar member model. According to the embodiment, the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is built based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance in a prediction mode, and the reinforcement bill configuration is carried out according to the reinforcement member parameters of the reinforcement structure model, so that the accurate reinforcement bill configuration is realized, the working efficiency is improved, the technical problems that the accurate and efficient reinforcement configuration cannot be realized when the complex building structure is faced are solved, and the working efficiency is reduced.
Referring to fig. 3, fig. 3 is a schematic flow chart of a second embodiment of a reinforced bar bill configuration method according to the present invention.
Based on the first embodiment, in this embodiment, the step S30 includes:
step S301: and acquiring construction section component information, marking the reinforcing steel bar component model according to the construction section component information, and obtaining a component marking result.
The construction section member information may be reinforcing bar member information currently required to be constructed, and the reinforcing bar member information may be information such as a reinforcing bar shape, the number of reinforcing bars, and a reinforcing bar weight, which is not particularly limited in this embodiment.
It may be appreciated that the component labeling result may be that the construction section component information is standardized in the reinforcing steel bar structure model, where the labeling mode may be labeling in a text form, or may be other labeling means, which is not limited in this embodiment.
In a specific implementation, the element label may represent an identifier of 10 bars required for one bar element, each bar weighing 1kg, and 10 bars will appear when the bar element is clicked in the bar structure model, each bar weighing 1 kg.
In addition, because construction section component information is generally input by a user, when the reinforcement component model is marked, the construction section component information can be further referred to an operation instruction input by the user, and the construction section component information is obtained by sending the reinforcement component model to a user side for display and receiving the operation instruction input by the user based on the reinforcement component model, and the reinforcement component model is marked according to the target construction section component information and the operation instruction, so that a component marking result is obtained.
Further, since the overall rebar structure of the target building is generally displayed when the model is displayed to the user, in order to efficiently label the rebar component of the target construction section, the step S301 includes:
acquiring target construction section component information, and matching the target construction section component information with the reinforcing steel bar structure model;
if the matching is successful, carrying out frame selection on the information of the target construction section component in the steel bar structure model according to the operation instruction to obtain a target construction section component frame;
marking the reinforcement member model according to the target construction section member frame and the target construction section member information to obtain a member marking result.
It should be noted that, because the information of the target construction section component is the information input by the user through the user terminal, there may be a user operation error, so that the target construction section component input by the user is not present in the rebar structure model of the embodiment, in order to improve the labeling efficiency of the user, after the information of the target construction section component is obtained, the information of the target construction section component is matched with the built rebar structure model, if the matching is successful, it indicates that the information of the target construction section component exists in the rebar structure model, and then the component labeling can be started; if the information of the target construction section component does not exist in the steel bar structure model, standard operation of the steel bar component cannot be performed at the moment, and reminding information can be generated and output to the user terminal so as to remind the accuracy of detecting the information of the target construction section component.
It should be noted that, in the whole reinforcing steel bar structure, the reinforcing steel bar structure may be connected with other reinforcing steel bar structures, so when marking the target construction section member, the information of the target construction section member may be selected in a frame selection manner, so as to obtain a target construction section member frame, and then the information of the target construction section construction frame is marked.
In addition, if the target construction section component can be split into sub-components, the sub-components can be further subjected to frame selection marking, and finally the whole target construction section component is stored in a group form, so that the query is convenient, therefore, if the information standard result of the construction frame of the target construction section needs to be checked, the created group can be clicked, the construction section display is realized, the displayed content information comprises the current working plane elevation, the area naming, the area property, the bottom elevation and the top elevation, and the area property is respectively a horizontal component area such as a plate girder and a vertical component area such as a wall column.
Step S302: and determining parameters of the steel bar member according to the steel bar member model and the member marking result.
It can be understood that, because in the reinforcing steel bar component model, each reinforcing steel bar component has a corresponding component marking result, the component marking result has information such as reinforcing steel bar specification, reinforcing steel bar shape, material breaking length, reinforcing steel bar number, reinforcing steel bar weight and the like, and reinforcing steel bar component parameters are determined according to the information in the component marking result.
Step S303: and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
It is worth to say that, before carrying out the configuration of reinforcing bar bill, can also detect the reinforcing bar parameter in the reinforcing bar structure model according to information such as reinforcing bar design specification and reinforcing bar design standard for the reinforcing bar parameter satisfies production or construction's requirement, after the detection is accomplished, according to reinforcing bar component parameter with reinforcing bar component model carries out the configuration of reinforcing bar bill to the target building.
In addition, after the configuration of the reinforcing steel bar bill is finished, the reinforcing steel bar parameter information produced according to the reinforcing steel bar bill can be checked according to the construction section reinforcing steel bar member information, and the reinforcing steel bar bill is verified through the construction partition, the drawing name, the reinforcing steel bar layer number and the reinforcing steel bar code in the construction section.
According to the embodiment, the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is built based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance through prediction, reinforcement material sheet configuration is carried out according to the reinforcement member parameters of the reinforcement structure model, the construction sheet member information is acquired, standards are carried out in the built reinforcement structure model, accurate reinforcement material sheet configuration is achieved, and analysis of a reinforcement structure can be carried out on a complex structure, so that structural material sheet configuration is achieved, working efficiency is improved, the technical problems that accurate and efficient reinforcement configuration cannot be achieved when the complex building structure faces are avoided, and working efficiency is reduced are solved.
Referring to fig. 4, fig. 4 is a schematic flow chart of a third embodiment of a reinforced bar bill configuration method according to the present invention.
Based on the first embodiment, in this embodiment, after step S30, the method further includes:
step S40: and acquiring the component structure information of the reinforcement component model set of the target building.
The component structure information may be a spatial structure between the target component and other components, a component classification structure, a component grouping structure, and the like, and the embodiment is not particularly limited.
Further, in order to obtain the structural information of each reinforcing bar member, the step S40 includes:
acquiring the component information of a target construction section;
hiding the component information of the target construction section in the reinforcement component model set of the target building to obtain component structure information.
In a specific implementation, after the configuration of the reinforcing steel bar bill is completed and the reinforcing steel bars meeting the standard are produced, the target components are hidden by nuclear power reinforcing steel bar BIM (building information modeling) sampling software, so that the target components are not displayed when the reinforcing steel bar structure information of a target building is displayed, therefore, the component structure information of the target components can be obtained, and the component structure information of each reinforcing steel bar construction can be obtained through hiding each reinforcing steel bar component.
Step S50: and performing component simulation installation according to the component structure information to obtain component installation flow information.
It is understood that the component installation flow information may be simulated installation flow information for installing the target component corresponding to the component structure information in the rebar structure model of the target building.
In the concrete implementation, according to the space structure, the component classification structure and the component grouping structure in the modeling software, the synchronous generation of the matched space structure, the component classification structure and the component grouping structure in the construction-end reinforcement member building process is realized, and the installation process and the progress of the construction reinforcement member are guided according to the simulation installation animation of the reinforcement member in the model.
Step S60: and sending the component installation flow information to a user terminal for display so that a user can install the component according to the component installation flow information.
It should be noted that, the user terminal may be an electronic device such as a mobile phone or a tablet computer, or may be a device with functions such as APP, web page, and WeChat applet for displaying data, which is not limited in this embodiment.
In addition, when the component is installed according to the component installation flow information, the current installation information of the construction section can be acquired, and the steel bar structure model of the target building established by the nuclear power steel bar BIM sample-turning software is updated according to the current installation information, so that real-time interactive updating of the model and on-site data is realized, and the monitoring strength of a user on the construction section is improved.
Further, in order to improve the monitoring degree of the construction section, after the step S60, the method further includes:
combining the reinforcement member models to obtain a target building model;
and acquiring construction end monitoring data, and updating the target building model according to the construction section monitoring data.
In a specific implementation, the construction end in the model interconnection is provided with a real-time monitoring system of the reinforcement member, monitoring data can be timely fed back to the Revit reinforcement modeling platform, and the structure of any construction section of the construction end corresponds to the construction section in the Revit reinforcement modeling, so that the interconnection of the model and site construction is achieved, the reinforcement structure model of the established target building is updated, and the control force of a user on the construction section is improved.
According to the method, the device and the system, the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is built based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance in a prediction mode, reinforcement material sheet configuration is conducted according to the reinforcement member parameters of the reinforcement structure model, the construction sheet member information is acquired, standards are conducted in the built reinforcement structure model, accurate reinforcement material sheet configuration is achieved, analysis of a complex structure can be conducted on the complex structure, structural material sheet configuration is achieved, working efficiency is improved, meanwhile, accurate reinforcement member installation is achieved according to the installation flow of the built reinforcement structure model, the technical problems that accurate and efficient reinforcement configuration cannot be achieved when the complex building structure is faced are avoided, and working efficiency is reduced are solved.
In addition, the embodiment of the invention also provides a storage medium, wherein the storage medium is stored with a reinforced bar bill configuration program, and the reinforced bar bill configuration program realizes the steps of the reinforced bar bill configuration method when being executed by a processor.
Because the storage medium adopts all the technical schemes of all the embodiments, the storage medium has at least all the beneficial effects brought by the technical schemes of the embodiments, and the description is omitted here.
Referring to fig. 5, fig. 5 is a block diagram illustrating a first embodiment of a reinforcing bar bill arrangement apparatus according to the present invention.
As shown in fig. 5, the reinforcing steel bar bill configuration device provided by the embodiment of the invention includes:
and the information acquisition module 10 is used for acquiring the reinforcement member information of the target building and the preset reinforcement design rule when receiving the reinforcement configuration instruction.
And the model component module 20 is used for modeling based on the reinforcement component information and the preset reinforcement design rule to obtain a reinforcement component model of the target building.
And the reinforcement configuration module 30 is used for acquiring reinforcement member parameters corresponding to the reinforcement member model, and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
According to the embodiment, when a steel bar configuration instruction is received, steel bar member information and preset steel bar design rules of a target building are obtained, modeling is conducted on the basis of the steel bar member information and the preset steel bar design rules, a steel bar member model of the target building is obtained, steel bar member parameters corresponding to the steel bar member model are obtained, and steel bar bill configuration is conducted on the target building according to the steel bar member parameters and the steel bar member model. According to the embodiment, the reinforcement member information and the preset reinforcement design rule are acquired through the reinforcement configuration instruction input by the user, the reinforcement structure model of the target building is built based on the reinforcement member information and the preset reinforcement design rule, the reinforcement structure information can be obtained in advance in a prediction mode, and the reinforcement bill configuration is carried out according to the reinforcement member parameters of the reinforcement structure model, so that the accurate reinforcement bill configuration is realized, the working efficiency is improved, the technical problems that the accurate and efficient reinforcement configuration cannot be realized when the complex building structure is faced are solved, and the working efficiency is reduced.
In an embodiment, the reinforcement bar configuration module 30 is further configured to obtain construction section component information, label the reinforcement bar component model according to the construction section component information, and obtain a component labeling result; determining parameters of the steel bar member according to the steel bar member model and the member marking result; and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
In an embodiment, the reinforcement bar configuration module 30 is further configured to send the reinforcement bar member model to a user terminal for displaying, and receive an operation instruction input by the user based on the reinforcement bar member model; and acquiring target construction section component information, marking the reinforcing steel bar component model according to the target construction section component information and the operation instruction, and obtaining a component marking result.
In one embodiment, the reinforcement bar configuration module 30 is further configured to obtain target construction section component information and match the target construction section component information with the reinforcement structure model; if the matching is successful, carrying out frame selection on the information of the target construction section component in the steel bar structure model according to the operation instruction to obtain a target construction section component frame; marking the reinforcement member model according to the target construction section member frame and the target construction section member information to obtain a member marking result.
In an embodiment, the reinforcement bar configuration module 30 is further configured to obtain component structure information of a reinforcement component model set of the target building; performing component simulation installation according to the component structure information to obtain component installation flow information; and sending the component installation flow information to a user terminal for display so that a user can install the component according to the component installation flow information.
In one embodiment, the rebar placement module 30 is further configured to obtain target construction section component information; hiding the component information of the target construction section in the reinforcement component model set of the target building to obtain component structure information.
In an embodiment, the reinforcement bar configuration module 30 is further configured to combine the reinforcement member models to obtain a target building model; and acquiring construction end monitoring data, and updating the target building model according to the construction section monitoring data.
It should be understood that the foregoing is illustrative only and is not limiting, and that in specific applications, those skilled in the art may set the invention as desired, and the invention is not limited thereto.
It should be noted that the above-described working procedure is merely illustrative, and does not limit the scope of the present invention, and in practical application, a person skilled in the art may select part or all of them according to actual needs to achieve the purpose of the embodiment, which is not limited herein.
In addition, technical details not described in detail in this embodiment may refer to the method for configuring a reinforced bar bill provided in any embodiment of the present invention, which is not described herein again.
Furthermore, it should be noted that, in this document, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or system that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or system. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article, or system that comprises the element.
The foregoing embodiment numbers of the present invention are merely for the purpose of description, and do not represent the advantages or disadvantages of the embodiments.
From the above description of the embodiments, it will be clear to those skilled in the art that the above-described embodiment method may be implemented by means of software plus a necessary general hardware platform, but of course may also be implemented by means of hardware, but in many cases the former is a preferred embodiment. Based on such understanding, the technical solution of the present invention may be embodied essentially or in a part contributing to the prior art in the form of a software product stored in a storage medium (e.g. Read Only Memory)/RAM, magnetic disk, optical disk) and including several instructions for causing a terminal device (which may be a mobile phone, a computer, a server, or a network device, etc.) to perform the method according to the embodiments of the present invention.
The foregoing description is only of the preferred embodiments of the present invention, and is not intended to limit the scope of the invention, but rather is intended to cover any equivalents of the structures or equivalent processes disclosed herein or in the alternative, which may be employed directly or indirectly in other related arts.
Claims (7)
1. The method for configuring the reinforced bar bill is characterized by comprising the following steps:
when a rebar configuration instruction is received, rebar component information and preset rebar design rules of a target building are obtained;
modeling is carried out based on the reinforcement member information and the preset reinforcement design rule, and a reinforcement member model of a target building is obtained, wherein the reinforcement member information comprises a reinforcement design drawing; the preset steel bar design rules comprise steel bar design specifications and steel bar design standards;
obtaining a reinforcement member parameter corresponding to the reinforcement member model, and configuring a reinforcement material sheet for the target building according to the reinforcement member parameter and the reinforcement member model, wherein the reinforcement member parameter comprises size information, structural information and member property information of the reinforcement member model;
the step of obtaining the reinforcement member parameters corresponding to the reinforcement member model, and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model comprises the following steps:
transmitting the reinforcement member model to a user side for display, and receiving an operation instruction input by a user based on the reinforcement member model;
acquiring information of a target construction section component, and matching the information of the target construction section component with a reinforcing steel bar structure model;
if the matching is successful, carrying out frame selection on the information of the target construction section component in the steel bar structure model according to the operation instruction to obtain a target construction section component frame;
marking the reinforcement member model according to the construction section member frame and construction section member information to obtain a member marking result;
determining parameters of the steel bar member according to the steel bar member model and the member marking result;
and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
2. The method for configuring a reinforcement bill according to claim 1, wherein after the obtaining the reinforcement parameters corresponding to the reinforcement model, and configuring the reinforcement bill for the target building according to the reinforcement parameters and the reinforcement model, the method further comprises:
acquiring component structure information of a reinforcement component model set of a target building;
performing component simulation installation according to the component structure information to obtain component installation flow information;
and sending the component installation flow information to a user terminal for display so that a user can install the component according to the component installation flow information.
3. The rebar sheet deployment method of claim 2, wherein the obtaining component structure information for the set of rebar component models for the target building comprises:
acquiring the component information of a target construction section;
hiding the component information of the target construction section in the reinforcement component model set of the target building to obtain component structure information.
4. The method for configuring a reinforced bar bill according to claim 2, wherein the step of sending the component installation flow information to a user terminal for display, so that after the user installs the component according to the component installation flow information, further comprises:
combining the reinforcement member models to obtain a target building model;
and acquiring construction end monitoring data, and updating the target building model according to the construction section monitoring data.
5. A rebar bill deployment device, the rebar bill deployment device comprising:
the information acquisition module is used for acquiring the information of the reinforcement members of the target building and the preset reinforcement design rules when receiving the reinforcement configuration instruction;
the model component module is used for modeling based on the reinforcement component information and the preset reinforcement design rule to obtain a reinforcement component model of the target building, wherein the reinforcement component information comprises a reinforcement design drawing; the preset steel bar design rules comprise steel bar design specifications and steel bar design standards;
the steel bar configuration module is used for acquiring steel bar member parameters corresponding to the steel bar member model, and carrying out steel bar material list configuration on the target building according to the steel bar member parameters and the steel bar member model, wherein the steel bar member parameters comprise size information, structure information and member property information of the steel bar member model;
the steel bar configuration module is further used for sending the steel bar member model to a user side for display and receiving an operation instruction input by the user based on the steel bar member model; acquiring information of a target construction section component, and matching the information of the target construction section component with a reinforcing steel bar structure model; if the matching is successful, carrying out frame selection on the information of the target construction section component in the steel bar structure model according to the operation instruction to obtain a target construction section component frame; marking the reinforcement member model according to the construction section member frame and construction section member information to obtain a member marking result; determining parameters of the steel bar member according to the steel bar member model and the member marking result; and carrying out reinforcement bill configuration on the target building according to the reinforcement member parameters and the reinforcement member model.
6. A rebar bill deployment device, the rebar bill deployment device comprising: a memory, a processor, and a rebar bill configuration program stored on the memory and executable on the processor, the rebar bill configuration program configured to implement the rebar bill configuration method of any one of claims 1 to 4.
7. A storage medium, wherein a rebar bill configuration program is stored on the storage medium, and when executed by a processor, the rebar bill configuration program implements the rebar bill configuration method according to any one of claims 1 to 4.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111502647.0A CN114169102B (en) | 2021-12-09 | 2021-12-09 | Method, device, equipment and storage medium for configuring reinforced bar bill |
JP2022105791A JP2023086081A (en) | 2021-12-09 | 2022-06-30 | Method for forming reinforcement processing book, device, apparatus, and recording medium |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202111502647.0A CN114169102B (en) | 2021-12-09 | 2021-12-09 | Method, device, equipment and storage medium for configuring reinforced bar bill |
Publications (2)
Publication Number | Publication Date |
---|---|
CN114169102A CN114169102A (en) | 2022-03-11 |
CN114169102B true CN114169102B (en) | 2023-09-19 |
Family
ID=80485220
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202111502647.0A Active CN114169102B (en) | 2021-12-09 | 2021-12-09 | Method, device, equipment and storage medium for configuring reinforced bar bill |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP2023086081A (en) |
CN (1) | CN114169102B (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2017018807A1 (en) * | 2015-07-30 | 2017-02-02 | 단국대학교 산학협력단 | System for automatically generating building rebar arrangement working drawing using three-dimensional model |
CN107256005A (en) * | 2017-08-15 | 2017-10-17 | 广东星层建筑科技股份有限公司 | A kind of reinforcing steel bar numerical control processing method and equipment based on BIM technology |
CN109785436A (en) * | 2019-01-21 | 2019-05-21 | 广东星层建筑科技股份有限公司 | A kind of management method of the reinforcing bar information Life cycle based on BIM technology |
CN110119516A (en) * | 2018-02-05 | 2019-08-13 | 中国建筑第八工程局有限公司 | A kind of reinforcement detailing method based on BIM technology |
CN112800527A (en) * | 2021-02-24 | 2021-05-14 | 万翼科技有限公司 | Structural beam steel bar information generation method based on building information model and related device |
CN112948914A (en) * | 2021-01-27 | 2021-06-11 | 深圳市华阳国际工程设计股份有限公司 | Method for automatically generating beam reinforcement map, processing device and storage medium |
CN113190893A (en) * | 2021-02-24 | 2021-07-30 | 万翼科技有限公司 | Method for determining steel bar attribute of component and related device |
CN113190894A (en) * | 2021-03-13 | 2021-07-30 | 厦门海迈科技股份有限公司 | Reinforcing steel bar sample copying data processing method and device, terminal equipment and medium |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3094211B2 (en) * | 1997-07-01 | 2000-10-03 | 鹿島建設株式会社 | Structural design information utilization system and structural database CAD used for it |
CN104156544B (en) * | 2014-08-29 | 2018-09-07 | 北京六建集团有限责任公司 | Beam column reinforcing bar node based on BIM technology is arranged automatically and method for analog construction |
CN107944187B (en) * | 2017-12-13 | 2020-12-11 | 厦门海迈科技股份有限公司 | Revit-based steel bar calculation method and device, terminal equipment and medium |
CN111008420A (en) * | 2019-11-26 | 2020-04-14 | 中民筑友有限公司 | BIM-based steel bar data generation method, device, equipment and medium |
-
2021
- 2021-12-09 CN CN202111502647.0A patent/CN114169102B/en active Active
-
2022
- 2022-06-30 JP JP2022105791A patent/JP2023086081A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2017018807A1 (en) * | 2015-07-30 | 2017-02-02 | 단국대학교 산학협력단 | System for automatically generating building rebar arrangement working drawing using three-dimensional model |
CN107256005A (en) * | 2017-08-15 | 2017-10-17 | 广东星层建筑科技股份有限公司 | A kind of reinforcing steel bar numerical control processing method and equipment based on BIM technology |
CN110119516A (en) * | 2018-02-05 | 2019-08-13 | 中国建筑第八工程局有限公司 | A kind of reinforcement detailing method based on BIM technology |
CN109785436A (en) * | 2019-01-21 | 2019-05-21 | 广东星层建筑科技股份有限公司 | A kind of management method of the reinforcing bar information Life cycle based on BIM technology |
CN112948914A (en) * | 2021-01-27 | 2021-06-11 | 深圳市华阳国际工程设计股份有限公司 | Method for automatically generating beam reinforcement map, processing device and storage medium |
CN112800527A (en) * | 2021-02-24 | 2021-05-14 | 万翼科技有限公司 | Structural beam steel bar information generation method based on building information model and related device |
CN113190893A (en) * | 2021-02-24 | 2021-07-30 | 万翼科技有限公司 | Method for determining steel bar attribute of component and related device |
CN113190894A (en) * | 2021-03-13 | 2021-07-30 | 厦门海迈科技股份有限公司 | Reinforcing steel bar sample copying data processing method and device, terminal equipment and medium |
Non-Patent Citations (2)
Title |
---|
The Application and Exploration of the Foundation Construction Management in High-Rise Building Based on BIM Technology;Li Lin 等;2016 International Conference on Smart City and Systems Engineering (ICSCSE);全文 * |
基于BIM的钢筋数控集中加工在大型房建工程中的应用研究;姜晓博 等;土木建筑工程信息技术;全文 * |
Also Published As
Publication number | Publication date |
---|---|
JP2023086081A (en) | 2023-06-21 |
CN114169102A (en) | 2022-03-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Chong et al. | BIM-based simulation of construction robotics in the assembly process of wood frames | |
US10095817B2 (en) | Determining wind loading of structures through wind flow simulation | |
US20230020885A1 (en) | Automatic conversion of 2d schematics to 3d models | |
US20100274374A1 (en) | System and process for the detailed design and production of reinforcement for buildings | |
CN111221729A (en) | Automatic testing method and system with platform service and testing service separated | |
Cha et al. | A study on 3D/BIM-based on-site performance measurement system for building construction | |
CN117828883A (en) | GIS-based power transmission line tension paying-off simulation system | |
CN109558629B (en) | Method and device for generating reinforcement arrangement scheme | |
AU2011284789B2 (en) | Systems and methods for providing product information | |
CN113051637A (en) | BIM modeling method for public medical building | |
CN114169102B (en) | Method, device, equipment and storage medium for configuring reinforced bar bill | |
Parkhomenko | Implementation of reusable solutions for remote laboratory development | |
Khattra et al. | A statistical review to study the structural stability of buildings using building information modelling | |
Han et al. | Large language models driven bim-based dfma method for free-form prefabricated buildings: framework and a usefulness case study | |
CN115374526B (en) | Refined reinforcement method and system based on BIM technology | |
Feng et al. | Bimil: automatic generation of bim-based indoor localization user interface for emergency response | |
CN113987644B (en) | Method, device, equipment and storage medium for generating bill of quantities | |
KR100538937B1 (en) | Generation system of a steel frame drawing using construction data and autocad program | |
Dunaevskiy et al. | Prospects for the development of the use of artificial intelligence in design and construction | |
CN102012949A (en) | Engineering analysis system | |
CN114329693B (en) | Reinforcing steel bar sample turning collision inspection method, device, equipment and storage medium | |
Simioni et al. | 3D printing for construction: a systematic review of its sustainability | |
KR102390279B1 (en) | Aircraft cockpit equipment optimal positioning system and method using digital twin technology | |
do Rêgo Araújo et al. | Method of automated inspection for reinforcement cages of precast concrete elements | |
CN114741748A (en) | Circular hole reinforcement modeling method and device based on Tekla platform and storage medium |
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 |