CN114996823B - Steel bar sample drawing method, device, equipment and storage medium based on civil air defense door frame wall - Google Patents
Steel bar sample drawing method, device, equipment and storage medium based on civil air defense door frame wall Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 50
- 229910000831 Steel Inorganic materials 0.000 title claims description 173
- 239000010959 steel Substances 0.000 title claims description 173
- 230000002787 reinforcement Effects 0.000 claims abstract description 83
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- 238000004873 anchoring Methods 0.000 description 17
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- 230000008569 process Effects 0.000 description 6
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Abstract
The invention discloses a reinforced bar sample-turning method, a device, equipment and a storage medium based on a civil air defense door frame wall, wherein the method comprises the steps of obtaining a BIM model of the civil air defense door frame wall, wherein the BIM model comprises a plurality of door frame wall sub-structures; the method comprises the steps of respectively extracting each door frame wall structure of a BIM model and preset reinforcement structure information related to the door frame wall structure, carrying out three-dimensional construction on the door frame wall structure according to the related preset reinforcement structure information to generate an initial reinforcement structure of each door frame wall structure, acquiring preset reinforcement adjustment information related to the door frame wall structure, adjusting the generated initial reinforcement structure according to the preset reinforcement adjustment information to obtain an adjusted reinforcement structure, carrying out classification statistics on the reinforcement information of the adjusted reinforcement structure of each door frame wall structure, and respectively generating reinforcement blanking sheets of each door frame wall structure to finish reinforcement calculation of the civil air defense door frame wall.
Description
Technical Field
The invention relates to the field of computer aided design, in particular to a reinforced bar sample-turning method, device, equipment and storage medium based on a civil air defense door frame wall.
Background
The civil air defense engineering is also called civil air defense work, and refers to an underground protective building which is independently constructed for guaranteeing the shielding of fighters and materials, the civil air defense command and the medical aid. The civil air defense door frame wall is taken as a protection unit in civil air defense engineering, and actually shows a wall which guarantees the door leaf to be in place around the door hole and bears the load transmitted by the door leaf. During the construction process of the civil air defense door frame wall, the layout and the installation of the constituent reinforcing steel bars are involved, the reinforcing steel bars to be installed are counted, and the construction blanking and the installation on site are convenient to realize.
In the prior art, two reinforced bar sample-turning modes of the civil air defense door frame wall exist, specifically:
The method is characterized in that a model of the civil air defense door frame wall is created through calculation software, and steel bars contained in the model are summarized and output, the steel bar algorithm only achieves the accuracy of the total budget, the steel bars of an upper structure/a lower structure/a left structure/a right structure cannot be output independently, so that the installation sequence requirements of binding the lower structure and the left and right dowel bars firstly and installing the upper structure and the left and right side dowel bars secondly on site are met, meanwhile, when the steel bars are calculated, the requirements of site construction such as avoidance of end protection layers of the upper and lower structures and the left and right structures, the thickness of additional protection layers on the inner sides of the left and right structures during installation of the door frame are not considered, the obtained steel bar budget is rough, and site construction blanking and installation cannot be carried out. The method is characterized in that the obtained steel bar information is required to be further analyzed and calculated during site construction blanking, so that the steel bar amount of the specific part of the civil air defense door frame wall can be obtained.
In addition, the reinforced bar is not calculated according to a construction BIM engineering model, the calculation setting and the node setting in the construction diagram set cannot be comprehensively considered, and the relation between the door frame wall and the reinforced bar of the column and the wall cannot be automatically judged, so that the calculated reinforced bar amount cannot meet the actual construction requirement, constructors need to additionally analyze, and labor cost is increased.
The two modes are low in calculation accuracy due to the fact that the node relation among different structures is not considered when the steel bars of the civil air defense door frame wall are calculated, meanwhile, when a steel bar bill is output, no separate structure output is achieved, and the site construction requirement cannot be met.
Aiming at the technical problems that the accuracy of the prior art for calculating the frame wall steel bar is low and the field construction requirement cannot be met, no effective solution exists at present.
Disclosure of Invention
The invention aims to provide a reinforced bar sample-turning method, device, equipment and storage medium based on a civil air defense door frame wall, which can solve the technical problems that the accuracy of a reinforced bar calculation mode of the civil air defense door frame wall is low and the field construction requirement cannot be met.
The invention provides a reinforcement bar sample-turning method based on a civil air defense door frame wall, which comprises the steps of obtaining a BIM model of the civil air defense door frame wall, wherein the BIM model comprises a plurality of door frame wall sub-structures, respectively extracting each door frame wall sub-structure of the BIM model and preset reinforcement bar construction information related to the door frame wall sub-structures, carrying out three-dimensional construction on the door frame wall sub-structures according to the related preset reinforcement bar construction information to generate an initial reinforcement bar structure of each door frame wall sub-structure, obtaining preset reinforcement bar adjustment information related to the door frame wall sub-structures, adjusting the generated initial reinforcement bar structure according to the preset reinforcement bar adjustment information to obtain an adjusted reinforcement bar structure, classifying and counting the reinforcement bar information of the adjusted reinforcement bar structure of each door frame wall sub-structure, and respectively generating a reinforcement bar blanking list of each door frame wall sub-structure to finish reinforcement bar sample-turning of the civil air defense door frame wall.
Optionally, the generated initial reinforcing steel bar structure is adjusted according to preset reinforcing steel bar adjustment information to obtain an adjusted reinforcing steel bar structure, wherein the method comprises the steps of determining two-dimensional section view attributes of the initial reinforcing steel bar structure to be extracted according to the category of a door frame wall structure, and adjusting the two-dimensional section view of the determined attributes according to reinforcing steel bar layout parameters and additional protection layer parameters.
Optionally, determining the two-dimensional section view attribute of the initial steel bar structure to be extracted according to the category of the door frame wall structure, and adjusting the two-dimensional section view of the determined attribute according to the steel bar layout parameter and the additional protection layer parameter, wherein if the category of the door frame wall structure is a left-right structure, determining the two-dimensional section view attribute of the initial steel bar structure to be extracted as a main view section view, a top view section view and a side view section view; and adjusting the reinforcement information of the top view cross-section and the side view cross-section according to the additional protection layer parameters.
Optionally, determining the two-dimensional section view attribute of the initial steel bar structure to be extracted according to the category of the door frame wall structure, and adjusting the two-dimensional section view of the determined attribute according to the steel bar layout parameter and the additional protection layer parameter.
Optionally, when the category of the door frame wall structure is a left-right structure, the reinforcement information of the main view section is adjusted according to the reinforcement layout parameters, wherein the reinforcement information comprises the steps of obtaining the arrangement mode of stirrups in the reinforcement layout parameters, determining a calculation starting node of the stirrups in the main view section through the arrangement mode, obtaining the stirrup spacing and starting distance in the reinforcement layout parameters, and carrying out layout adjustment on the stirrups in the main view section through the calculation starting node, the stirrup spacing and the starting distance.
Optionally, when the door frame wall structure belongs to a left-right structure, the reinforcement information of the overlooking section view and the side view section view is adjusted according to the additional protection layer parameters, wherein the adjustment comprises the steps of obtaining the thickness of an inner protection layer in the additional protection layer, adjusting the side length of stirrups, lacing wires and longitudinal bars of the overlooking section view through the thickness of the inner protection layer, obtaining the thickness of an end protection layer of the additional protection layer parameters, and adjusting the bending length of the dowel bars of the side view section view through the thickness of the end protection layer.
Optionally, when the category of the door frame wall structure is an up-down structure, the method for adjusting the steel bar information of the overlook section view according to the steel bar layout parameters comprises the steps of obtaining the anchoring length of the longitudinal bars in the steel bar layout parameters and the adjacent wall structures of the door frame wall structure, and performing layout adjustment on the longitudinal bar information in the overlook view according to the interactive relation between the anchoring length of the longitudinal bars and the adjacent wall structures.
Optionally, when the door frame wall structure belongs to an up-down structure, the reinforcement information of the side view section view is adjusted according to the additional protection layer parameters, wherein the adjustment comprises the steps of obtaining the thickness of the bottom side protection layer of the additional protection layer parameters, adjusting the side length of the stirrup of the side view section view through the thickness of the bottom side protection layer, and correspondingly adjusting the lacing wire and the longitudinal wire of the side view section view through the side length of the adjusted stirrup.
The method comprises the steps of classifying and counting the steel bar information of the adjusted steel bar structures of each door frame wall structure, respectively generating a steel bar blanking list of each door frame wall structure to finish the steel bar sample of the civil air defense door frame wall, grouping the steel bars contained in the adjusted steel bar structures according to the category of the adjusted steel bar structures aiming at the adjusted steel bar structures of each door frame wall structure to generate a plurality of steel bar sets, classifying and summarizing the steel bars in each steel bar set according to the length of the steel bars and the specification of the steel bars, and sequentially recording the summarizing results of the steel bar sets according to the preset steel bar output sequence to generate the steel bar blanking list of the door frame wall structure.
The invention provides a reinforcement bar sample turning device based on a civil air defense door frame wall, which comprises an acquisition module, a construction module, an adjustment module and a statistics module, wherein the acquisition module is used for acquiring a BIM model of the civil air defense door frame wall, the BIM model comprises a plurality of door frame wall sub-structures, the construction module is used for respectively extracting each door frame wall sub-structure of the BIM model and preset reinforcement bar construction information related to the door frame wall sub-structure, carrying out three-dimensional construction on the door frame wall sub-structure according to the related preset reinforcement bar information to generate an initial reinforcement bar structure of each door frame wall sub-structure, the adjustment module is used for acquiring preset reinforcement bar adjustment information related to the door frame wall sub-structure, adjusting the generated initial reinforcement bar structure according to the preset reinforcement bar adjustment information to obtain an adjusted reinforcement bar structure, and the statistics module is used for classifying and counting the reinforcement bar information of the adjusted reinforcement bar structure of each door frame wall sub-structure to respectively generate a reinforcement bar blanking list of each door frame wall sub-structure so as to finish reinforcement bar sample turning of the civil air defense door frame wall.
In a further aspect, the invention provides a computer device comprising a memory, a processor and a computer program stored on the memory and executable on the processor, wherein the processor executes the computer program to implement the method for turning a reinforcement bar based on a civil air defense door frame wall according to any of the embodiments.
In yet another aspect, the present invention provides a computer storage medium, on which a computer program is stored, where the computer program is executed by a processor to implement the method for turning a reinforcement bar based on a civil air defense door frame wall according to any one of the above embodiments. Further, the computer readable storage medium may mainly include a storage program area, which may store an operating system, an application program required for at least one function, and the like, and a storage data area, which may store data created according to the use of the blockchain node, and the like.
According to the application, the BIM model of the civil air defense door frame wall is firstly obtained, the steel bar structure of the door frame wall structure in the BIM model is independently laid out and adjusted to generate an adjusted steel bar structure, and the steel bar information of the adjusted steel bar structure is independently output to be related to the actual construction stage, so that the actual construction requirement is met, the setting and adjusting capacity of the door frame wall refined steel bar based on the construction BIM model can meet various construction scenes, meanwhile, the door frame wall model is split into a plurality of door frame wall structures to be subjected to targeted treatment, the accuracy of a discharging scheme of the steel bar is ensured, and meanwhile, the steel bar turning efficiency of the civil air defense door frame wall is improved. Based on the application, the technical problems that the accuracy of the calculation mode of the reinforced bars of the human frame wall is low and the field construction requirement cannot be met are solved, the door frame wall model is split into a plurality of door frame wall sub-structures to be processed in a targeted manner, the accuracy of the discharging and discharging scheme of the reinforced bars is ensured, and meanwhile, the reinforced bar sample turnover efficiency of the human air defense door frame wall is improved.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to designate like parts throughout the figures. In the drawings:
fig. 1 shows an alternative flowchart of a reinforced bar sample-turning method based on a civil air defense door frame wall according to an embodiment of the present invention;
FIG. 2 illustrates an alternative application schematic of a left-right configured stirrup top cross-sectional layout provided in accordance with an embodiment of the present invention;
FIG. 3 illustrates an alternative application schematic of a dowel bar side view cross-sectional layout in a side-to-side configuration provided in accordance with an embodiment of the present invention;
FIG. 4 is a schematic view showing an alternative application of the vertical bar anchoring arrangement of the up-and-down construction provided by the first embodiment of the present invention;
fig. 5 shows a block diagram of a reinforced bar sample-turning device based on a civil air defense door frame wall according to a second embodiment of the present invention, and
Fig. 6 shows a block diagram of a computer device suitable for implementing a reinforced bar sample-turning method based on a civil air defense door frame wall according to a third embodiment of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present invention more apparent. 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. 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.
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 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.
Example 1
The embodiment provides a reinforced bar sample-turning method based on a civil air defense door frame wall, fig. 1 shows a flowchart of the reinforced bar sample-turning method based on the civil air defense door frame wall, and as shown in fig. 1, the reinforced bar sample-turning method based on the civil air defense door frame wall can comprise steps S1-S4, wherein:
Step S1, a BIM model of the civil air defense door frame wall is obtained, wherein the BIM model comprises a plurality of door frame wall sub-structures.
The civil air defense door frame wall BIM model can be created from conventional BIM software, and can also be regenerated by introducing a calculated reinforcing steel bar model. The BIM model of the civil air defense door frame wall comprises a plurality of door frame wall sub-structures, specifically a left side structure, a right side structure, an upper structure and a lower structure.
Step S2, respectively extracting preset steel bar construction information of each door frame wall structure and the associated door frame wall structure of the BIM model, and carrying out three-dimensional construction on the door frame wall structure according to the associated preset steel bar construction information to generate an initial steel bar structure of each door frame wall structure.
Based on the established door frame wall sub-structure, the reinforcement information of the left side structure, the right side structure, the upper structure and the lower structure is set and input according to the user requirement, the input part of reinforcement information is used as preset reinforcement structure information, the corresponding door frame wall sub-structure is respectively and independently constructed in three dimensions through the preset reinforcement structure information, and an initial reinforcement structure of each door frame wall sub-structure is generated, so that reinforcement blanking and installation of subsequent site construction are facilitated.
The preset steel bar structure information can comprise steel bar section shape, longitudinal bar information (longitudinal bar specification, interval and the like), stirrup information, lacing bar information, hole reinforcing bar information and protective layer thickness information. Algorithm settings (such as longitudinal bar stagger percentage, hooping hook angle and the like) and node settings (such as basic dowel nodes and the like) can also be included.
And S3, acquiring preset steel bar adjustment information related to the door frame wall structure, and adjusting the generated initial steel bar structure according to the preset steel bar adjustment information to obtain an adjusted steel bar structure.
The obtained initial reinforcing steel bar structure is only created for basic layout of the reinforcing steel bars, for example, the spacing or specification setting of adjacent reinforcing steel bars does not meet the construction requirement specification of the actual building structure, and cannot be directly used for the actual construction blanking scheme, the generated initial reinforcing steel bar structure is adjusted through preset reinforcing steel bar adjustment information so as to reset unreasonable parameters in the initial reinforcing steel bar structure, and the adjusted reinforcing steel bar structure is obtained for the actual reinforcing steel bar blanking scheme.
The preset steel bar adjustment parameters can be obtained by combining historical creation data of the civil air defense door frame wall, and also can be obtained by inputting the preset steel bar adjustment parameters in real time by a user according to the site construction condition. The preset steel bar adjustment information comprises steel bar layout parameters and additional protection layer parameters.
Further, the generated initial reinforcing steel bar structure is adjusted according to preset reinforcing steel bar adjustment information to obtain an adjusted reinforcing steel bar structure, wherein the method comprises the steps of determining two-dimensional section view attributes of the initial reinforcing steel bar structure to be extracted according to the category of a door frame wall structure, and adjusting the two-dimensional section view of the determined attributes according to reinforcing steel bar layout parameters and additional protection layer parameters.
The layout of the steel bars in each door frame wall sub-structure is different due to the difference of functions, so that the two-dimensional sectional views with the most comprehensive presentation effect of the corresponding steel bar structure are required to be extracted for adjusting the steel bars of different types in each door frame wall sub-structure, and meanwhile, the accuracy of the steel bar layout is improved through the steel bar layout parameters or the additional protection layer parameters for each two-dimensional sectional view so as to realize the targeted processing of the corresponding steel bars of each door frame wall sub-structure. Further, the two-dimensional sectional view is used as a reinforcing steel bar structure with a visual angle in the initial reinforcing steel bar structure, in the process of adjusting reinforcing steel bar information in the two-dimensional sectional view, the reinforcing steel bar information in the three-dimensional model of the initial reinforcing steel bar structure can be adaptively adjusted, the integral accuracy of the initial reinforcing steel bar structure is ensured, and then the target reinforcing steel bar structure of the door frame wall structure is obtained.
Further, the categories to which the door frame wall construction belongs may include a door column construction (also referred to as a left-right construction) and a door beam construction (also referred to as an up-down construction), the left-side construction and the right-side construction belong to the door column construction, the upper construction and the lower construction belong to the door beam construction, and the two-dimensional sectional view may include a front sectional view, a top sectional view, and a side sectional view.
Further, determining the attribute of the two-dimensional section view of the initial steel bar structure to be extracted according to the category of the door frame wall structure, and adjusting the two-dimensional section view of the determined attribute according to the steel bar layout parameter and the additional protection layer parameter, wherein the two-dimensional section view comprises the steps of A1 to A3:
a1, if the category of the door frame wall structure is a left-right structure, determining that the attribute of a two-dimensional section view of the initial steel bar structure to be extracted is a front section view, a top section view and a side section view;
and step A2, adjusting the reinforcement information of the front view section according to the reinforcement layout parameters.
Alternatively, step A2 may include steps a21 to a22, wherein:
And step A21, obtaining an arrangement mode of stirrups in the layout parameters of the steel bars, and determining a calculation starting node of the stirrups in the front view section view through the arrangement mode.
The arrangement mode of the stirrups can be 'arrangement along the height of the hole' and 'calculation along the whole height of the door frame wall', if the arrangement mode is 'arrangement along the height of the hole', the lower boundary line of the hole (namely the door frame is synonymous hereinafter) is used as a calculation starting node of the stirrups in the front view section, and if the arrangement mode is 'calculation along the whole height of the door frame wall', the protective layer boundary line of the lower adjacent wall structure of the left-right structure is used as a calculation starting node of the stirrups in the front view section.
And step A22, acquiring the stirrup spacing and the starting distance in the reinforcement layout parameters, and carrying out layout adjustment on stirrups in the front view section by calculating the starting node, the stirrup spacing and the starting distance.
When the stirrup is arranged on the basis of a front view in section,
If the arrangement mode is 'arrangement along the height of the hole', the position of a first stirrup is calculated by calculating the starting node and the starting distance, other stirrups are upwards arranged according to the stirrup interval by taking the position of the first stirrup as a reference, when the position of one stirrup exceeds the upper boundary line of the hole, the distance between the next adjacent stirrup of the stirrup and the upper boundary line of the hole is calculated, if the distance is greater than or equal to a first preset threshold value, the position of the stirrup is arranged at the height of the upper boundary line of the hole, all stirrups which are positioned at the upper part of the stirrup and belong to the same door frame wall structure are removed, and if the distance is smaller than the first preset threshold value, all stirrups which are positioned at the upper part of the stirrup and belong to the same door frame wall structure are removed, wherein the first preset threshold value can be 1/2 of the stirrup interval.
If the arrangement mode is 'calculation along the whole height of the door frame wall', hoops are sequentially arranged according to the hoops spacing by taking the calculation starting node as a reference, the hoops are selected and removed through the relative distance between the positions of the hoops and the upper boundary line of the door frame wall structure, and the selection and removal principle is the application scene of 'arrangement along the height of the hole' in the same arrangement mode, so that repeated description is omitted.
And step A3, adjusting the reinforcement information of the top-view cross-section and the side-view cross-section according to the additional protection layer parameters.
Further, step A3 may include steps a31 to a32, wherein:
And step A31, obtaining the thickness of an inner side protective layer in the additional protective layer, and adjusting the side length of the stirrup, the lacing wire and the longitudinal bar of the overlooking section view through the thickness of the inner side protective layer.
And (3) performing shrinkage treatment on the side lengths of the stirrups of the left and right structures through the thickness of the inner side protection layers of the left and right structures, judging whether the numbers of the stirrups and the longitudinal ribs in the overlooking section view meet the actual building requirements or not based on the adjusted side lengths of the stirrups, if the distances between the stirrups and the longitudinal ribs close to the inner side protection layers and the adjacent stirrups and the longitudinal ribs are larger than or equal to a second preset threshold value, retaining the original numbers of the stirrups and the longitudinal ribs in the overlooking section view, and if the distances between the stirrups and the longitudinal ribs close to the inner side protection layers and the adjacent stirrups and the longitudinal ribs are smaller than the second preset threshold value, reducing the numbers of the stirrups and the longitudinal ribs in the overlooking section view, wherein the second preset threshold value can be 1/2 of the distances between the stirrups. Wherein, the layout of the top cross section of the stirrup with the left and right structures is shown in fig. 2.
And step A32, acquiring the thickness of the end protection layer with additional protection layer parameters, and adjusting the bending length of the dowel bar according to the side view cross section of the thickness of the end protection layer.
According to the end protection layer distance of the left and right construction dowel bars, the vertical section length of the dowel bars is reduced, and meanwhile, the straight section length of the left and right side dowel bars is increased, so that the requirement of avoiding raft bottom steel bars on site is met. Wherein, the side view and the cross-section layout of the dowel bar with the left and the right structures are shown in fig. 3.
Further, determining the attribute of the two-dimensional section view of the initial steel bar structure to be extracted according to the category of the door frame wall structure, and adjusting the two-dimensional section view of the determined attribute according to the steel bar layout parameter and the additional protection layer parameter, wherein the method comprises the steps of B1 to B3:
Step B1, if the category of the door frame wall structure is an up-down structure, determining that the attribute of the two-dimensional section view of the initial steel bar structure to be extracted is a top-down section view and a side-view section view;
and step B2, adjusting the steel bar information of the overlooking section according to the steel bar layout parameters.
Further, step B2 may include steps B21 to B22, wherein:
Step B21, obtaining the anchoring length of the longitudinal bars in the layout parameters of the bars and the adjacent wall structures of the door frame wall structure;
and step B22, carrying out layout adjustment on longitudinal bar information in the top view through the interaction relation between the anchoring length of the longitudinal bars and the adjacent wall body structure.
In the top view cross section of the door frame wall structure of the upper and lower structures, the wall thickness of the adjacent column wall structure included in the top view cross section is extracted, the values of the longitudinal rib anchoring length and the wall thickness are compared, if the longitudinal rib anchoring length is smaller than or equal to the wall thickness, the extension anchoring length (shown as laf) is calculated at the inner side of the upper and lower structures and is set in a straight anchoring form (shown in fig. 4 (a)), if the longitudinal rib anchoring length is larger than the wall thickness, the longitudinal rib anchoring length is determined through the adjacent wall structure of the beam plate structure, whether the longitudinal rib anchoring length exceeds the distance from the protective layer of the adjacent wall structure to the outermost boundary line of the beam plate structure is judged, if the longitudinal rib anchoring length exceeds the distance, the longitudinal rib is bent according to the exceeding length (shown as fig. 4 (b)), and if the longitudinal rib anchoring length is not set in the straight anchoring form.
And step B3, adjusting the reinforcement information of the side view section according to the additional protection layer parameters.
Further, step B3 may include steps B31 to B32, wherein:
Step B31, obtaining the thickness of the bottom side protection layer with additional protection layer parameters, and adjusting the side length of the stirrup of the side view cross section through the thickness of the bottom side protection layer;
and step B32, correspondingly adjusting the lacing wire and the longitudinal bar of the side view section view according to the adjusted side length of the hooping.
And (3) performing shrinkage treatment on the side length of the stirrup of the lower structure through the thickness of the inner side protection layer of the lower structure, judging whether the number of the stirrups and the longitudinal ribs in the side view section view accords with the actual building requirement or not based on the adjusted side length of the stirrup, if the distances between the stirrups, the longitudinal ribs and the adjacent stirrups and the longitudinal ribs close to the inner side protection layer are larger than or equal to a second preset threshold value, retaining the original number of the stirrups and the longitudinal ribs in the side view section view, and if the distances between the stirrups, the longitudinal ribs and the adjacent stirrups and the longitudinal ribs close to the inner side protection layer are smaller than the second preset threshold value, reducing the number of the stirrups and the longitudinal ribs in the side view section view.
And S4, classifying and counting the steel bar information of the adjusted steel bar structure of each door frame wall structure, and respectively generating a steel bar blanking list of each door frame wall structure so as to finish the steel bar sample turning of the civil air defense door frame wall.
The sample-turning and generalizing refers to work material calculation in the steel bar engineering, and a sample-turning person calculates steel bar budget and blanking data according to a drawing, so that the method is used for bidding, material purchase, site construction and completion settlement of project engineering. In the embodiment, the reinforced bar information of the adjusted reinforced bar structure can be counted, so that the reinforced bar sample of the civil air defense door frame wall can be realized.
Further, step S4 may include steps S41 to S42, wherein:
step S41, aiming at the adjusted reinforcing steel bar structure of each door frame wall structure, grouping reinforcing steel bars contained in the adjusted reinforcing steel bar structure according to the category to which the reinforcing steel bar structure belongs, and generating a plurality of reinforcing steel bar sets.
When the door frame wall is constructed in a left-right structure, the types of the reinforcing steel bars can comprise connecting bars, inserting bars, hooping bars and lacing bars, and when the door frame wall is constructed in an up-down structure, the types of the reinforcing steel bars can comprise longitudinal bars, hooping bars, lacing bars and hole reinforcing bars.
And S42, classifying and summarizing the steel bars in each steel bar set according to the length and the specification of the steel bars, and sequentially recording the summarizing results of the steel bar sets according to the preset steel bar output sequence to generate a steel bar blanking list of the door frame wall structure.
And outputting a steel bar blanking list according to the door frame wall construction information and the corresponding steel bar information. The preset rebar output sequence may include a door frame wall construction component ordering and a rebar ordering, wherein the door frame wall construction component ordering is left side construction > right side construction > lower side construction > upper side construction. The steel bars are ordered (a) the left and right side construction steel bar sequence is that the connecting bar is > the inserting bar is > the stirrup is > the tie bar, and (b) the upper and lower part construction steel bar sequence is that the longitudinal bar is > the stirrup is > the tie bar is > the hole reinforcing bar.
In addition, when outputting the steel bar blanking list, correspondingly outputting the adjusted steel bar structure corresponding to the door frame wall structure, so as to be used as a reference for site construction blanking and installation.
In this embodiment, obtain the BIM model of civil air defense door frame wall at first, through carrying out independent overall arrangement and adjustment to the reinforced structure of door frame wall substructure in the BIM model, generate the reinforced structure that has adjusted, and carry out independent output to the reinforced information of the reinforced structure that has adjusted, with being correlated with actual construction stage, satisfy actual construction demand, the door frame wall refines the setting of reinforcing bar and adjustment ability based on the construction BIM model, can satisfy all kinds of construction scenes, carry out pertinence processing with door frame wall model split into a plurality of door frame wall substructure simultaneously, ensure the accuracy of the play unloading scheme of reinforcing bar, the reinforcing bar of civil air defense door frame wall efficiency of turning over has been promoted simultaneously. Based on the application, the technical problems that the accuracy of the calculation mode of the reinforced bars of the human frame wall is low and the field construction requirement cannot be met are solved, the door frame wall model is split into a plurality of door frame wall sub-structures to be processed in a targeted manner, the accuracy of the discharging and discharging scheme of the reinforced bars is ensured, and meanwhile, the reinforced bar sample turnover efficiency of the human air defense door frame wall is improved.
Example two
The second embodiment of the present invention further provides a reinforced bar sample-turning device based on a civil air defense door frame wall, where the reinforced bar sample-turning device based on a civil air defense door frame wall corresponds to the reinforced bar sample-turning method based on a civil air defense door frame wall provided in the first embodiment, and corresponding technical features and technical effects are not described in detail in the present embodiment, and the relevant places can be referred to the first embodiment. Specifically, fig. 5 shows a block diagram of the construction of the reinforced bar sample-turning device based on the civil air defense door frame wall. As shown in fig. 5, the reinforced bar sample-stirring device 500 based on the civil air defense door frame wall includes an obtaining module 501, a constructing module 502, an adjusting module 503 and a statistics module 504, wherein:
An obtaining module 501, configured to obtain a BIM model of a civil air defense door frame wall, where the BIM model includes a plurality of door frame wall sub-structures;
the construction module 502 is connected with the acquisition module 501 and is used for respectively extracting each door frame wall structure of the BIM model and preset reinforcement structure information related to the door frame wall structure, and carrying out three-dimensional construction on the door frame wall structure according to the related preset reinforcement information to generate an initial reinforcement structure of each door frame wall structure;
The adjusting module 503 is connected with the constructing module 502, and is configured to obtain preset steel bar adjusting information associated with the door frame wall structure, and adjust the generated initial steel bar structure according to the preset steel bar adjusting information to obtain an adjusted steel bar structure;
The statistics module 504 is connected with the adjustment module 503, and is used for classifying and counting the steel bar information of the adjusted steel bar structure of each door frame wall structure, and respectively generating a steel bar blanking list of each door frame wall structure so as to finish the steel bar sample turning of the civil air defense door frame wall.
Optionally, the adjusting module is specifically configured to determine the attribute of the two-dimensional section view of the initial rebar structure to be extracted according to the category of the doorframe wall structure, and adjust the two-dimensional section view of the determined attribute according to the rebar layout parameter and the additional protective layer parameter.
The adjusting module comprises a left-right structure adjusting submodule, a first extracting unit and a first additional protective layer adjusting unit, wherein the left-right structure adjusting submodule comprises a first extracting unit and a first additional protective layer adjusting unit, the first extracting unit is used for determining that the two-dimensional sectional view attribute of the initial reinforcing steel bar structure to be extracted is a main view sectional view, a top view sectional view and a side view sectional view if the category of the door frame wall structure belongs to the left-right structure, the first reinforcing steel bar layout adjusting unit is used for adjusting reinforcing steel bar information of the main view sectional view according to reinforcing steel bar layout parameters, and the first additional protective layer adjusting unit is used for adjusting reinforcing steel bar information of the top view sectional view and the side view sectional view according to additional protective layer parameters.
The adjusting module comprises an up-down structure adjusting submodule, wherein the up-down structure adjusting submodule comprises a second extracting unit, a second steel bar layout adjusting unit and a second additional protection layer adjusting unit, wherein the second extracting unit is used for determining that the two-dimensional section view attribute of an initial steel bar structure to be extracted is a top-down section view and a side-view section view if the category of the door frame wall structure is the up-down structure, the second steel bar layout adjusting unit is used for adjusting steel bar information of the top-down section view according to steel bar layout parameters, and the second additional protection layer adjusting unit is used for adjusting steel bar information of the side-view section view according to additional protection layer parameters.
The first steel bar layout adjustment unit is specifically used for acquiring the arrangement mode of stirrups in the steel bar layout parameters, determining a calculation starting node of the stirrups in the front view section view according to the arrangement mode, acquiring the stirrup spacing and the starting distance in the steel bar layout parameters, and carrying out layout adjustment on the stirrups in the front view section view according to the calculation starting node, the stirrup spacing and the starting distance.
Optionally, the first additional protection layer adjusting unit is specifically configured to obtain thickness of an inner protection layer in the additional protection layers, adjust side lengths of stirrups, ties and longitudinal bars in the top view cross-section through the thickness of the inner protection layer, obtain thickness of an end protection layer of the additional protection layer parameters, and adjust bending lengths of the tie bars in the side view cross-section through the thickness of the end protection layer.
Optionally, the second steel bar layout adjustment unit is specifically configured to obtain an anchoring length of a longitudinal bar in the steel bar layout parameters and an adjacent wall structure of the door frame wall structure, and perform layout adjustment on longitudinal bar information in the top view through an interactive relationship between the anchoring length of the longitudinal bar and the adjacent wall structure.
Optionally, the second additional protection layer adjusting unit is specifically configured to obtain a bottom side protection layer thickness of the additional protection layer parameter, adjust a side length of the stirrup of the side view cross section according to the bottom side protection layer thickness, and correspondingly adjust the lacing wire and the longitudinal bar of the side view cross section according to the adjusted side length of the stirrup.
The statistics module is specifically used for grouping the steel bars contained in the adjusted steel bar structures according to the category of the adjusted steel bar structures for each door frame wall structure to generate a plurality of steel bar sets, classifying and summarizing the steel bars in each steel bar set according to the length of the steel bars and the specification of the steel bars, and sequentially recording the summarizing results of the steel bar sets according to the preset steel bar output sequence to generate a steel bar blanking list of the door frame wall structure.
Example III
Fig. 6 shows a block diagram of a computer device suitable for implementing a reinforced bar sample-turning method based on a civil air defense door frame wall according to a third embodiment of the present invention. In this embodiment, the computer device 600 may be a smart phone, a tablet computer, a notebook computer, a desktop computer, a rack-mounted server, a blade server, a tower server, or a rack-mounted server (including a stand-alone server or a server cluster formed by a plurality of servers) for executing a program, etc. As shown in fig. 6, the computer device 600 of the present embodiment includes at least, but is not limited to, a memory 601, a processor 602, and a network interface 603, which can be communicatively connected to each other through a system bus. It is noted that FIG. 6 only shows computer device 600 having components 601-603, but it should be understood that not all of the illustrated components are required to be implemented and that more or fewer components may be implemented instead.
In this embodiment, the memory 603 includes at least one type of computer readable storage medium, including flash memory, hard disk, multimedia card, card memory (e.g., SD or DX memory, etc.), random Access Memory (RAM), static Random Access Memory (SRAM), read-only memory (ROM), electrically erasable programmable read-only memory (EEPROM), programmable read-only memory (PROM), magnetic memory, magnetic disk, optical disk, etc. In some embodiments, the memory 601 may be an internal storage unit of the computer device 600, such as a hard disk or memory of the computer device 600. In other embodiments, the memory 601 may also be an external storage device of the computer device 600, such as a plug-in hard disk, a smart memory card (SMART MEDIA CARD, SMC), a Secure Digital (SD) card, a flash memory card (FLASH CARD), etc. that are provided on the computer device 600. Of course, the memory 601 may also include both internal storage units of the computer device 600 and external storage devices. In this embodiment, the memory 601 is generally used to store an operating system installed in the computer device 600 and various kinds of application software, such as program codes of a reinforced bar roll-over method based on a civil air defense door frame wall.
The processor 602 may be a central processing unit (Central Processing Unit, CPU), controller, microcontroller, microprocessor, or other data processing chip in some embodiments. The processor 602 is generally used to control the overall operation of the computer device 600. Such as performing control and processing related to data interaction or communication with the computer device 600. In this embodiment, the processor 602 is configured to execute program codes for executing steps of a reinforced bar sample-turning method based on a civil air defense door frame wall stored in the memory 601.
In this embodiment, the method for turning a reinforced concrete bar based on a civil air defense door frame wall stored in the memory 601 may be further divided into one or more program modules and executed by one or more processors (the processor 602 in this embodiment) to complete the present invention.
The network interface 603 may include a wireless network interface or a wired network interface, which network interface 603 is typically used to establish a communication link between the computer device 600 and other computer devices. For example, the network interface 603 is used to connect the computer device 600 to an external terminal through a network, establish a data transmission channel and a communication link between the computer device 600 and the external terminal, and the like. The network may be a wireless or wired network such as an Intranet (Intranet), the Internet (Internet), a global system for mobile communications (Global System of Mobile communication, abbreviated as GSM), wideband code division multiple access (Wideband Code Division Multiple Access, abbreviated as WCDMA), a 4G network, a 5G network, bluetooth (Bluetooth), wi-Fi, etc.
Example IV
The present embodiment also provides a computer-readable storage medium including a flash memory, a hard disk, a multimedia card, a card-type memory (e.g., SD or DX memory, etc.), a Random Access Memory (RAM), a Static Random Access Memory (SRAM), a read-only memory (ROM), an electrically erasable programmable read-only memory (EEPROM), a programmable read-only memory (PROM), a magnetic memory, a magnetic disk, an optical disk, a server, an App application mall, etc., on which a computer program is stored, which when executed by a processor, implements the steps of a human air defense door frame wall-based rebar sample-flipping method.
It will be apparent to those skilled in the art that the modules or steps of the embodiments of the invention described above may be implemented in a general purpose computing device, they may be concentrated on a single computing device, or distributed across a network of computing devices, they may alternatively be implemented in program code executable by computing devices, so that they may be stored in a storage device for execution by computing devices, and in some cases, the steps shown or described may be performed in a different order than what is shown or described, or they may be separately fabricated into individual integrated circuit modules, or a plurality of modules or steps in them may be fabricated into a single integrated circuit module. Thus, embodiments of the invention are not limited to any specific combination of hardware and software.
It should be noted that, the embodiment numbers of the present invention are only for description, and do not represent the advantages and 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.
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.
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| CN110555563B (en) * | 2019-09-05 | 2022-02-08 | 湖北文理学院 | Large-scale steel bar grouping and blanking optimization method and device |
| 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 |
| CN113190894B (en) * | 2021-03-13 | 2023-09-01 | 厦门海迈科技股份有限公司 | Method, device, terminal equipment and medium for processing steel bar sample-turning data |
| CN113420353B (en) * | 2021-06-08 | 2024-01-09 | 广联达科技股份有限公司 | Method and device for arranging reinforcing steel bars and electronic equipment |
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