CN109684737B - Method, system device and readable storage medium for generating reinforcing bar model in component model - Google Patents
Method, system device and readable storage medium for generating reinforcing bar model in component model Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 title claims description 22
- 230000002787 reinforcement Effects 0.000 claims abstract description 94
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 82
- 238000013507 mapping Methods 0.000 claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims description 108
- 239000010959 steel Substances 0.000 claims description 108
- 239000011241 protective layer Substances 0.000 claims description 13
- 238000004590 computer program Methods 0.000 claims description 11
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- 230000003247 decreasing effect Effects 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 108010068370 Glutens Proteins 0.000 description 1
- 230000014509 gene expression Effects 0.000 description 1
- 235000021312 gluten Nutrition 0.000 description 1
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- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The application discloses a method, a system device and a computer readable storage medium for generating a reinforcing steel bar model in a component model, which are applied to the field of assembly type buildings and comprise the following steps: acquiring a target component model of a target component; acquiring attribute information of a target member from the target member model by utilizing the target member model; generating a corresponding reinforcement model in the target member model by utilizing the attribute information of the target member and a preset target reinforcement arrangement standard; according to the method, the attribute information of the target member is acquired from the target member model, the attribute information and the target standard mapping relation in the target member model are utilized to be matched with the target reinforcing steel bar arrangement standard corresponding to the target member, finally, the reinforcing steel bars in the target member are automatically generated by utilizing the attribute information of the target member and the preset target reinforcing steel bar arrangement standard, manual generation is not needed, and the reinforcing steel bar generation efficiency in the member is improved.
Description
Technical Field
The invention relates to the field of assembly type buildings, in particular to a method, a system device and a computer readable storage medium for generating a reinforcing steel bar model in a component model.
Background
When the assembly type component is manufactured on a production line, the corresponding reinforcing steel bars are required to be built into the component and then poured together with the component, so that when the component process diagram is designed, the reinforcing steel bars in the component are required to be arranged together, the types of the corresponding different components are different, at least the reinforcing steel bars are heavy bars/gluten bars, horizontal bars/net sheet bars, reinforcing ribs, stirrups/tie bars, and the using amount of the reinforcing steel bars in the building is large.
When the BIM diagram of the component is designed in the prior art, the built-in steel bars in the component are required to be set manually by experience, and the type of the steel bars is different and the number of the steel bars is large, so that the workload is large and errors are easy to occur.
Accordingly, a method of efficiently generating reinforcing bars within a structure is needed.
Disclosure of Invention
In view of the above, an object of the present invention is to provide a method, a system device, and a computer-readable storage medium for generating a reinforcing bar model in a component model, which can improve the reinforcing bar generation efficiency. The specific scheme is as follows:
a method for generating a reinforcing steel bar model in a component model is applied to the field of assembly type buildings and comprises the following steps:
acquiring a target component model of a target component;
acquiring attribute information of the target component from the target component model by utilizing the target component model;
matching a target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and a corresponding target standard mapping relation;
generating a corresponding rebar model in the target member model by utilizing the attribute information of the target member and the target rebar arrangement standard;
the mapping relation between the attribute information of the target component and the target steel bar arrangement standard is established in advance, and the target standard mapping relation is obtained; the target steel bar arrangement standard is a preset standard.
Optionally, the process of generating a corresponding rebar model in the target member model by using the attribute information of the target member and the target rebar placement standard includes:
obtaining type information and size information of the target member by utilizing the attribute information of the target member;
determining a reference surface of the target member by using the type information and the target rebar arrangement standard;
obtaining a reinforcement laying direction by utilizing the reference surface and the target reinforcement arrangement standard;
and generating a corresponding reinforcement model in the target member model by using the reinforcement laying direction, the reference surface, the target reinforcement arrangement standard and the size information.
Optionally, the process of generating a corresponding rebar model in the target member model using the rebar laying direction, the reference plane, the target rebar placement standard, and the size information includes:
removing the protective layer of the target member in the size information by using the target reinforcement arrangement standard to obtain the paving size information of the target member;
and generating a corresponding reinforcing steel bar model in the target member model by using the paving size information, the reinforcing steel bar paving direction, the target reinforcing steel bar arrangement standard and the reference surface.
Optionally, the process of generating a corresponding rebar model in the target member model using the paving size information, the rebar paving direction, the target rebar placement standard, and the reference plane includes:
obtaining the steel bar foot drop point information of the stress tendons by using the reference surface, the paving size information and the preset stress tendons;
obtaining the reinforcement size information of the stressed reinforcement by utilizing the paving size information, the reinforcement paving direction and the preset stressed reinforcement size rule;
and generating a corresponding reinforcing steel bar model in the target member model by utilizing the reinforcing steel bar foothold information and the reinforcing steel bar size information.
Optionally, after generating the corresponding rebar model in the target member model, the method further includes:
acquiring attribute information of adjacent components connected with the target component from a pre-stored engineering design drawing;
correcting the steel bar size information of the steel bars in the target member by utilizing the attribute information of the adjacent members to obtain corrected steel bar size information of the steel bars in the target member;
and generating a corresponding reinforcing steel bar model in the target member model by utilizing the modified reinforcing steel bar size information and the reinforcing steel bar landing point information.
Optionally, the method further comprises:
numbering, classifying and naming the steel bars in the target member to obtain the steel bar information of the target member;
and saving the reinforcement information into the attribute information of the target member.
Optionally, the method further comprises:
and storing the steel bar information into a steel bar information database for inquiry.
The invention also discloses a system for generating the reinforcing steel bar model in the component model, which is applied to the field of assembly type buildings and comprises the following steps:
the model acquisition module is used for acquiring a target component model of the target component;
a component attribute obtaining module, configured to obtain attribute information of the target component from the target component model;
the standard matching module is used for matching the target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and the corresponding target standard mapping relation;
the steel bar generation module is used for generating a corresponding steel bar model in the target component model by utilizing the attribute information of the target component and the target steel bar arrangement standard;
the mapping relation between the attribute information of the target component and the target steel bar arrangement standard is established in advance, and the target standard mapping relation is obtained; the target steel bar arrangement standard is a preset standard.
The invention also discloses a device for generating the reinforcing steel bars in the components, which is applied to the field of assembly type buildings and comprises the following components:
a memory for storing a computer program;
and a processor for executing the computer program to implement the method for generating the reinforcement bar model in the member model as described above.
The invention also discloses a computer readable storage medium which is applied to the field of assembly type construction, wherein the computer readable storage medium is stored with a computer program, and the computer program realizes the method for generating the reinforcing steel bar model in the component model when being executed by a processor.
The invention discloses a method for generating a reinforcing steel bar model in a component model, which is applied to the field of assembly type buildings and comprises the following steps: acquiring a target component model of a target component; acquiring attribute information of a target member from the target member model by utilizing the target member model; matching a target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and a corresponding target standard mapping relation; generating a corresponding reinforcement model in the target member model by utilizing the attribute information of the target member and the target reinforcement arrangement standard; the method comprises the steps of establishing a mapping relation between attribute information of a target component and a target steel bar arrangement standard in advance to obtain a target standard mapping relation; the target rebar placement standard is a preset standard.
According to the invention, the attribute information of the target member is acquired from the target member model, the target reinforcement arrangement standard corresponding to the target member is matched by utilizing the attribute information and the target standard mapping relation in the target member model, and finally, the reinforcement model in the target member model is automatically generated by utilizing the attribute information of the target member and the preset target reinforcement arrangement standard, so that manual generation is not required, and the reinforcement generation efficiency in the member is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required to be used in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only embodiments of the present invention, and that other drawings can be obtained according to the provided drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic flow diagram of a method for generating a reinforcing steel bar model in a component model according to an embodiment of the present invention;
FIG. 2 is a schematic diagram of a passivation layer according to an embodiment of the present invention;
fig. 3 is a schematic view of a steel bar landing point according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of a system for generating a reinforcing bar model in a member model according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The embodiment of the invention discloses a method for generating a reinforcing steel bar model in a component model, which is shown in fig. 1 and applied to the field of assembly type buildings, and comprises the following steps:
s1: a target component model of the target component is obtained.
Specifically, the models of the components to be reinforced are prestored, the models of the components can be BIM models, attribute information of the components is stored in the component models, the attribute information can include name information, type information and/or size information of the components and other related information of the components, and therefore, a target component model of the target component is obtained before the reinforced is generated for the target component, and selection of the target component can be selected by a user through an input device.
S2: and obtaining attribute information of the target component from the target component model by utilizing the target component model.
Specifically, the attribute information of the target member is obtained from the target member model, and the relevant information of the target member, such as type information and size information, of the target member in the attribute information of the target member is utilized to generate corresponding reinforcing steel bars later.
S3: and matching the target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and the corresponding target standard mapping relation.
Specifically, in order to automatically generate the steel bars, a user presets steel bar arrangement standards corresponding to different components to obtain a steel bar arrangement standard set including the steel bar arrangement standards of all components, and in order to select target steel bar arrangement standards corresponding to target components from the steel bar arrangement standard set, attribute information of the target components is utilized to establish a mapping relation with the target steel bar arrangement standards to obtain a target standard mapping relation, and after the attribute information of the target components is obtained, the preset target standard mapping relation can be utilized to match the target steel bar arrangement standards in the steel bar arrangement standard set.
Each component establishes a standard mapping relation with a corresponding steel bar arrangement standard, the standard mapping relation of all components can be stored in a mapping relation table, when the attribute information of the component is obtained, the corresponding standard mapping relation is searched in the mapping relation table according to the attribute information of the component, and then the standard mapping relation is utilized to be matched with the corresponding steel bar arrangement standard from the steel bar arrangement standard set; the rebar placement criteria are rebar criteria pre-generated by a user, in which the types of rebar used and rules required for rebar placement such as how the rebar is distributed are recorded, so that the attribute information of the target member can automatically generate the rebar in the target member by matching the target rebar placement criteria.
Further, the type information in the attribute information of the target member can be utilized to find the target standard mapping relation corresponding to the target member from the mapping relation table, then the target standard mapping relation and the attribute information of the target member are utilized,
s4: and generating a corresponding rebar model in the target member model by utilizing the attribute information of the target member and the target rebar arrangement standard.
Specifically, the information such as the generation position, the size information, the generation direction and the like of the steel bars in the target member can be determined by utilizing the attribute information of the target member and the preset target steel bar arrangement standard, and then a corresponding steel bar model is generated in the target member model, for example, the size of the steel bars in the member is obtained by utilizing the member size information in the attribute information of the target member, then the preset size rule of the steel bars corresponding to the target member recorded in the preset target steel bar arrangement standard is utilized, and finally the steel bar size information is obtained by utilizing the size of the steel bars in the member and the preset size rule of the steel bars, and the target steel bar arrangement standard corresponding to the target member is matched.
It can be seen that, according to the embodiment of the invention, the attribute information of the target member is obtained from the target member model, the attribute information and the target standard mapping relation in the target member model are utilized to match the target steel bar arrangement standard corresponding to the target member, and finally, the steel bar model in the target member model is automatically generated by utilizing the attribute information of the target member and the preset target steel bar arrangement standard, so that manual generation is not required, and the steel bar generation efficiency in the member is improved.
The embodiment of the invention discloses a specific method for generating a reinforcing steel bar model in a component model, which further describes and optimizes a technical scheme relative to the previous embodiment. Specific:
the step S4 of generating a corresponding rebar model in the target member model by using the attribute information of the target member and the preset target rebar arrangement standard may include steps S41 to S44; wherein,,
s41: obtaining type information and size information of the target member by utilizing the attribute information of the target member;
s42: and determining the reference surface of the target member by using the type information and the target rebar arrangement standard.
Specifically, the type information of the target member is obtained by the attribute information of the target member, the reference surface of the target member, that is, the reinforcement start surface, can be determined by using the type information of the target member and the reference surface determination information recorded in the target reinforcement arrangement standard, for example, the target member is a wall, the reference surface determination information recorded in the target reinforcement arrangement standard records the reference surface of the wall as the bottom surface, the bottom surface of the target member is taken as the reference surface, the bottom surface of the wall is parallel to the horizontal surface, that is, the surface connected with the bottom plate, and when the target member is a stair, the reinforcement of the stair needs to be connected with the bottom plate and the wall of the building, therefore, the reference surface determination information records the reference surface of the stair as the side surface, and the reference surface of the target member is the side surface perpendicular to the horizontal surface, that is the surface connected with the wall and the bottom plate of the building.
S43: and obtaining the reinforcement laying direction by using the reference surface and the target reinforcement arrangement standard.
Specifically, after the reference surface is determined, according to the requirement of the target reinforcement arrangement standard, the laying direction of the reinforcement, namely the reinforcement laying direction, can be determined, for example, the target member is a wall, the type of reinforcement to be generated is a stressed reinforcement, then according to the target reinforcement arrangement standard, the reinforcement laying direction is vertical to the reference surface and is laid longitudinally, when the target member is a stair, the reinforcement laying direction of the stressed reinforcement is vertical to the reference surface and is laid horizontally, and when the reinforcement becomes a non-stressed reinforcement, the target member is a wall, and according to the target reinforcement arrangement standard, the reinforcement laying direction can be parallel to the reference surface and is laid horizontally.
S44: and generating a corresponding reinforcement model in the target member model by using the reinforcement laying direction, the reference surface, the target reinforcement arrangement standard and the size information.
Specifically, the size information of the target member and the specific length of the reinforcing steel bar can be used for determining, so that after the reinforcing steel bar laying direction is determined, the reference surface, the target reinforcing steel bar arrangement standard and the size information are combined, and a corresponding reinforcing steel bar model can be generated in the target member model.
Further, the step S44 of generating a corresponding reinforcement model in the target member model by using the reinforcement laying direction, the reference plane, the target reinforcement arrangement standard and the size information may further specifically include steps S441 and S442; wherein,,
s441: and removing the protective layer of the target member in the size information by using the target reinforcement arrangement standard to obtain the paving size information of the target member.
Specifically, since the reinforcing bars are generated inside the members and should not be exposed outside the members, when the reinforcing bars are set, a protective layer is set for each member so that the reinforcing bars are generated in the protective layer of the member, the reinforcing bars are protected from being exposed outside the member, and when the reinforcing bars are generated for the target member, the size information of the protective layer preset by using the target reinforcing bar arrangement standard is required to be removed, for example, the protective layer is 2cm thick, so as to ensure that the reinforcing bars are not exposed when the reinforcing bars are set by using the obtained paving size information of the target member.
The paving size information is the size information of the target member, and the target member with the preset protective layer removed is actually used for paving the size of the reinforcing steel bar, for example, as shown in fig. 2, the size information of the member 2 includes a length of 50cm and a width of 20cm, the size of the protective layer 1 is 2cm thick, and after the size of the surrounding protective layer 1 is removed, the paving size information 3 of the member 2 is 46cm long and 16cm wide.
S442: and generating a corresponding reinforcing steel bar model in the target member model by using the paving size information, the reinforcing steel bar paving direction, the target reinforcing steel bar arrangement standard and the reference surface.
Further, when the type of the reinforcement bar to be generated in the target member is a stressed reinforcement bar, the step S442 of generating a corresponding reinforcement bar model in the target member model by using the paving size information, the reinforcement bar paving direction, the target reinforcement bar arrangement standard and the reference plane may specifically include steps S4421 to S4423; wherein,,
s4421: and obtaining the information of the steel bar footage points of the stress tendons by using the reference surface, the paving size information and the preset stress tendons.
Specifically, the preset arrangement space of the stress bars, the reference surface of the target member and the paving size information of the target member corresponding to the target member in the target steel bar arrangement standard are utilized to obtain the steel bar landing point information of the stress bars, for example, the steel bar landing points of the stress bars can be uniformly distributed on the wide central line of the reference surface, for example, as shown in fig. 3, the length of the paving size information 3 of the reference surface of the member is 300cm, the width is 50cm, the steel bar landing points 4 of the stress bars can be arranged on the central line of the width of 25cm, one steel bar landing point 4 is arranged every 100cm, and 4 steel bar landing points 4 are arranged in total, although the steel bar landing points 4 can be arranged in multiple rows according to actual application requirements, the space, the number and the like, and the invention is not limited.
The paving size information includes three-dimensional size information, i.e., length, width, and height of the target member.
S4422: and obtaining the reinforcement size information of the stressed reinforcement by using the paving size information, the reinforcement paving direction and the preset stressed reinforcement size rule.
Specifically, the extension direction of the steel bar can be determined by utilizing the paving direction of the steel bar, and the steel bar size information of the stressed steel bar can be obtained by combining the paving size information of the target member and the preset stressed steel bar size rule; since the load-bearing bar may need to be extended out of the target member, the bar size information of the load-bearing bar cannot be obtained only by using the laying size information, and therefore, the bar size information of the load-bearing bar needs to be obtained by using the load-bearing bar size rule, for example, the target member is a wall, the load-bearing bar in the member in the laying size information is 300cm long, and the bar size information of the load-bearing bar is 330cm when the load-bearing bar of the wall is described as being extended by 30cm.
S4423: and generating a corresponding reinforcing steel bar model in the target component model by utilizing the reinforcing steel bar foothold information and the reinforcing steel bar size information.
Specifically, the corresponding steel bars in the target component can be automatically generated by utilizing the steel bar foot point information and the steel bar size information.
Specifically, after the steel bars in the target member are generated, in order to facilitate the information displayed to the user, the steel bars in the target member can be numbered, classified and named to obtain the steel bar information of the target member; the reinforcement information is stored in the attribute information of the target component; so that the user can know the concrete information of the steel bar through the target component model.
Furthermore, for the convenience of overall management, the steel bar information can be stored in a steel bar information database for unified inquiry, so that a user can conveniently and quickly obtain all the steel bar information of the whole building.
It should be noted that, in the embodiment of the present invention, the size of the reinforcing steel bar itself, such as the radius, is set in the preset target reinforcing steel bar arrangement standard, and meanwhile, the size of the reinforcing steel bar itself may be changed correspondingly according to the type of the target member and the target reinforcing steel bar arrangement standard, and the size of the reinforcing steel bar will also be considered in the above-mentioned reinforcing steel bar arrangement interval.
Further, since the components may be adjacent to each other, the arrangement of the reinforcing bars between the adjacent constructions may affect each other, after generating the corresponding reinforcing bar model in the target component model, S5 to S6 may be further included; wherein,,
s5: attribute information of adjacent members connected to the target member is acquired from the engineering design drawings stored in advance.
Specifically, the engineering design drawing is a design drawing of the whole construction scheme, wherein the engineering design drawing comprises information of each component of the whole construction, such as attribute information of each component, connection relation of each component and other related information, so that after a corresponding target component is selected, the attribute information of an adjacent component connected with the target component can be automatically acquired from the pre-stored engineering design drawing.
S6: and correcting the reinforcing steel bar size information of the reinforcing steel bars in the target member by utilizing the attribute information of the adjacent members to obtain the corrected reinforcing steel bar size information of the reinforcing steel bars in the target member.
Specifically, if the target member is extended to be connected with the adjacent member, whether the reinforcing steel bar of the target member needs to be connected with the adjacent member or not can be known by utilizing the attribute information of the adjacent member, if yes, the reinforcing steel bar size information of the reinforcing steel bar in the target member is corrected by utilizing the attribute information of the adjacent member to obtain the corrected reinforcing steel bar size information of the reinforcing steel bar in the target member, for example, the distance that the reinforcing steel bar of the target member still needs to be extended or shortened is calculated according to the size information in the attribute information of the adjacent member and the reinforcing steel bar size information of the target member, the length information that the variable size is required to be increased or reduced can be obtained, and the corrected reinforcing steel bar size information can be finally obtained by utilizing the variable size and the original reinforcing steel bar size information of the target member.
The variable size information is increased or decreased by positive and negative expressions, for example, positive is increased and negative is decreased, so that the variable size information is added to the reinforcing bar size information of the target member to obtain corrected reinforcing bar size information.
S7: and generating a corresponding reinforcing steel bar model in the target member model by utilizing the corrected reinforcing steel bar size information and the reinforcing steel bar foot point information.
Correspondingly, the embodiment of the invention discloses a system for generating a reinforcing steel bar model in a component model, which is shown in fig. 4 and applied to the field of assembly type buildings, and comprises the following components:
a model acquisition module 11 for acquiring a target member model of a target member;
a standard matching module 12, configured to match a target rebar arrangement standard corresponding to the target member by using attribute information of the target member and a corresponding target standard mapping relationship;
a member attribute obtaining module 13 that obtains attribute information of a target member from the target member model;
the rebar generation module 14 is configured to generate a corresponding rebar model in the target member model by using attribute information of the target member and a preset target rebar arrangement standard;
the method comprises the steps of establishing a mapping relation between attribute information of a target component and a target steel bar arrangement standard in advance to obtain a target standard mapping relation; the target rebar placement standard is a preset standard.
Specifically, the reinforcement bar generating module 14 includes a component information extracting sub-module, a reference plane determining sub-module, a direction determining sub-module, and a reinforcement bar generating sub-module; wherein,,
the component information extraction sub-module is used for obtaining type information and size information of the target component by utilizing the attribute information of the target component;
the reference surface determining submodule is used for determining a reference surface of the target member by using the type information and the target steel bar arrangement standard;
the direction determining submodule is used for obtaining the reinforcement laying direction by utilizing the reference surface and the target reinforcement arrangement standard;
and the reinforcement bar generation sub-module is used for generating a corresponding reinforcement bar model in the target member model by utilizing the reinforcement bar laying direction, the reference surface, the target reinforcement bar arrangement standard and the size information.
Specifically, the rebar generation submodule comprises a protective layer removing unit and a rebar generation unit;
the protective layer removing unit is used for removing the protective layer of the target component in the size information by utilizing the target reinforcement arrangement standard to obtain the paving size information of the target component;
and the steel bar generating unit is used for generating a corresponding steel bar model in the target member model by using the paving size information, the steel bar paving direction, the target steel bar arrangement standard and the reference surface.
Specifically, the reinforcement bar generating unit comprises a foothold determining subunit, a size obtaining subunit and a reinforcement bar generating subunit; wherein,,
the foot drop point determining subunit is used for obtaining the steel bar foot drop point information of the stress bars by utilizing the reference surface, the paving size information and the preset stress bar setting interval;
the size obtaining subunit is used for obtaining the reinforcement size information of the stressed reinforcement by utilizing the paving size information, the reinforcement paving direction and the preset stressed reinforcement size rule;
and the reinforcing steel bar generation subunit is used for generating a corresponding reinforcing steel bar model in the target component model by utilizing the reinforcing steel bar foothold information and the reinforcing steel bar size information.
Specifically, the system also comprises a design drawing extraction module, a size correction module and a correction reinforcing steel bar generation module; wherein,,
the design drawing extraction module is used for acquiring attribute information of an adjacent component connected with the target component from a pre-stored engineering design drawing;
the size correction module is used for correcting the steel bar size information of the steel bars in the target member by utilizing the attribute information of the adjacent members to obtain corrected steel bar size information of the steel bars in the target member;
and the correction reinforcement generating module is used for generating a corresponding reinforcement model in the target member model by utilizing the correction reinforcement size information and the reinforcement foot drop point information.
Specifically, the system also comprises a marking module and an attribute preservation module; wherein,,
the marking module is used for numbering, classifying and naming the steel bars in the target member to obtain the steel bar information of the target member;
and the attribute preservation module is used for preserving the reinforcement information into the attribute information of the target component.
Specifically, the system also comprises a database module; wherein,,
and the database module is used for storing the reinforcing steel bar information into a reinforcing steel bar information database for inquiry.
In addition, the embodiment of the invention also discloses a device for generating the reinforcing steel bar in the member, which is applied to the field of assembly type buildings and comprises the following components:
a memory for storing a computer program;
and a processor for executing a computer program to implement the method for generating a reinforcing bar model in a member model as described above.
In addition, the embodiment of the invention also discloses a computer readable storage medium which is applied to the field of assembly type construction, wherein a computer program is stored on the computer readable storage medium, and the method for generating the reinforcing steel bar model in the component model is realized when the computer program is executed by a processor.
Finally, it is further noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus 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 apparatus. 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 apparatus that comprises the element.
Those of skill would further appreciate that the various illustrative elements and algorithm steps described in connection with the embodiments disclosed herein may be implemented as electronic hardware, computer software, or combinations of both, and that the various illustrative elements and steps are described above generally in terms of functionality in order to clearly illustrate the interchangeability of hardware and software. Whether such functionality is implemented as hardware or software depends upon the particular application and design constraints imposed on the solution. Skilled artisans may implement the described functionality in varying ways for each particular application, but such implementation decisions should not be interpreted as causing a departure from the scope of the present invention.
The method, the system device and the computer readable storage medium for generating the reinforcing steel bar model in the component model provided by the invention are described in detail, and specific examples are applied to the principle and the implementation of the invention, and the description of the examples is only used for helping to understand the method and the core idea of the invention; meanwhile, as those skilled in the art will have variations in the specific embodiments and application scope in accordance with the ideas of the present invention, the present description should not be construed as limiting the present invention in view of the above.
Claims (9)
1. The method for generating the reinforcing steel bar model in the component model is characterized by being applied to the field of assembly type buildings and comprising the following steps of:
acquiring a target component model of a target component;
acquiring attribute information of the target component from the target component model by utilizing the target component model;
matching a target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and a corresponding target standard mapping relation;
generating a corresponding rebar model in the target member model by utilizing the attribute information of the target member and the target rebar arrangement standard;
the mapping relation between the attribute information of the target component and the target steel bar arrangement standard is established in advance, and the target standard mapping relation is obtained; the target steel bar arrangement standard is a preset standard;
the process of generating a corresponding rebar model within the target member model using the attribute information of the target member and a target rebar placement standard includes:
obtaining type information and size information of the target member by utilizing the attribute information of the target member;
determining a reference surface of the target member by using the type information and the target rebar arrangement standard;
obtaining a reinforcement laying direction by utilizing the reference surface and the target reinforcement arrangement standard;
and generating a corresponding reinforcement model in the target member model by using the reinforcement laying direction, the reference surface, the target reinforcement arrangement standard and the size information.
2. The method of generating an in-building rebar model according to claim 1, wherein the generating a corresponding rebar model within the target building rebar model using the rebar laydown direction, the reference plane, the target rebar placement criteria, and the size information comprises:
removing the protective layer of the target member in the size information by using the target reinforcement arrangement standard to obtain the paving size information of the target member;
and generating a corresponding reinforcing steel bar model in the target member model by using the paving size information, the reinforcing steel bar paving direction, the target reinforcing steel bar arrangement standard and the reference surface.
3. The in-building reinforcement model generation method according to claim 2, wherein the process of generating a corresponding reinforcement model in the target building member model using the laying size information, the reinforcement laying direction, the target reinforcement arrangement standard, and the reference surface, comprises:
obtaining the steel bar foot drop point information of the stress tendons by using the reference surface, the paving size information and the preset stress tendons;
obtaining the reinforcement size information of the stressed reinforcement by utilizing the paving size information, the reinforcement paving direction and the preset stressed reinforcement size rule;
and generating a corresponding reinforcing steel bar model in the target member model by utilizing the reinforcing steel bar foothold information and the reinforcing steel bar size information.
4. A method of generating an intra-component model rebar model according to any one of claims 1 to 3, wherein after generating a corresponding rebar model within the target component model, further comprising:
acquiring attribute information of adjacent components connected with the target component from a pre-stored engineering design drawing;
correcting the steel bar size information of the steel bars in the target member by utilizing the attribute information of the adjacent members to obtain corrected steel bar size information of the steel bars in the target member;
and generating a corresponding reinforcing steel bar model in the target member model by utilizing the modified reinforcing steel bar size information and the reinforcing steel bar landing point information.
5. A method of generating an in-building-model rebar model according to any one of claims 1 to 3, further comprising:
numbering, classifying and naming the steel bars in the target member to obtain the steel bar information of the target member;
and saving the reinforcement information into the attribute information of the target member.
6. The method for generating an in-building rebar model of claim 5, further comprising:
and storing the steel bar information into a steel bar information database for inquiry.
7. The utility model provides a reinforcing bar model generation system in component model which characterized in that is applied to the assembled building field, includes:
the model acquisition module is used for acquiring a target component model of the target component;
a component attribute obtaining module, configured to obtain attribute information of the target component from the target component model;
the standard matching module is used for matching the target steel bar arrangement standard corresponding to the target member by utilizing the attribute information of the target member and the corresponding target standard mapping relation;
the steel bar generation module is used for generating a corresponding steel bar model in the target component model by utilizing the attribute information of the target component and the target steel bar arrangement standard;
the mapping relation between the attribute information of the target component and the target steel bar arrangement standard is established in advance, and the target standard mapping relation is obtained; the target steel bar arrangement standard is a preset standard;
the steel bar generation module comprises a component information extraction sub-module, a reference surface determination sub-module, a direction determination sub-module and a steel bar generation sub-module:
the component information extraction sub-module is used for obtaining type information and size information of the target component by utilizing the attribute information of the target component;
the reference surface determining submodule is used for determining a reference surface of the target member by using the type information and the target steel bar arrangement standard;
the direction determining submodule is used for obtaining a reinforcement laying direction by utilizing the reference surface and the target reinforcement arrangement standard;
the rebar generation submodule is used for generating a corresponding rebar model in the target member model by using the rebar laying direction, the reference surface, the target rebar arrangement standard and the size information.
8. The utility model provides a reinforcing bar generation device in component which characterized in that is applied to the assembled building field, includes:
a memory for storing a computer program;
a processor for executing the computer program to implement the in-model rebar model generation method according to any one of claims 1 to 6.
9. A computer-readable storage medium, for application in the field of fabricated buildings, having stored thereon a computer program which, when executed by a processor, implements the method of generating a reinforcement model in a construction model according to any one of claims 1 to 6.
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| CN110728023B (en) * | 2019-09-06 | 2023-11-21 | 久瓴(江苏)数字智能科技有限公司 | Tiger window component node generation method, device, computer equipment and storage medium |
| CN111753343B (en) * | 2020-06-30 | 2024-04-12 | 广东天元建筑设计有限公司 | Window-based assembly type component data set creation method, device and storage medium |
| CN112465980B (en) * | 2020-12-17 | 2024-07-05 | 广联达科技股份有限公司 | Component model conversion method, modeling device and electronic equipment |
| CN113190893B (en) * | 2021-02-24 | 2024-02-09 | 深圳市万翼数字技术有限公司 | Method and related device for determining attribute of steel bar of component |
| CN113010937B (en) * | 2021-02-24 | 2023-02-14 | 万翼科技有限公司 | Parametric modeling method of member section steel bar and related device |
| CN113010938B (en) * | 2021-02-24 | 2024-07-23 | 深圳市万翼数字技术有限公司 | Method and related device for calculating steel bar dosage of solid component |
| CN113032890B (en) * | 2021-05-31 | 2021-08-24 | 北京盈建科软件股份有限公司 | Building model generation method and device |
| CN113550494B (en) * | 2021-08-24 | 2022-06-10 | 三一筑工科技股份有限公司 | Method and device for designing prefabricated wall steel bar system |
| CN114218647B (en) * | 2021-12-17 | 2024-08-23 | 上海中森建筑与工程设计顾问有限公司 | Wall length design method of shear wall |
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