CN109409018A - Method, apparatus, storage medium and the computer equipment of design structure component - Google Patents
Method, apparatus, storage medium and the computer equipment of design structure component Download PDFInfo
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- CN109409018A CN109409018A CN201811536941.1A CN201811536941A CN109409018A CN 109409018 A CN109409018 A CN 109409018A CN 201811536941 A CN201811536941 A CN 201811536941A CN 109409018 A CN109409018 A CN 109409018A
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- 238000000034 method Methods 0.000 title claims abstract description 34
- 238000003860 storage Methods 0.000 title claims abstract description 11
- 238000005194 fractionation Methods 0.000 claims abstract description 69
- 230000002787 reinforcement Effects 0.000 claims abstract description 55
- 238000004590 computer program Methods 0.000 claims description 22
- 238000005457 optimization Methods 0.000 claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 238000004378 air conditioning Methods 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000004062 sedimentation Methods 0.000 claims description 6
- 238000010008 shearing Methods 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000005611 electricity Effects 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 3
- 230000010365 information processing Effects 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000000739 chaotic effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
Abstract
This application involves method, apparatus, storage medium and the computer equipments of a kind of design structure component, obtain the dimension information of structural elements to be designed, create structural elements based on dimension information；Determine the corresponding prefabricated attribute information of structural elements；According to dimension information and prefabricated attribute information, the fractionation parameter of structural elements is determined, component fractionation is carried out to structural elements based on parameter is split；The corresponding arrangement of reinforcement information of structural elements is obtained, the steel-bar arrangement information of structural elements is determined according to dimension information, prefabricated attribute information, fractionation parameter and arrangement of reinforcement information, steel-bar arrangement is carried out to structural elements based on steel-bar arrangement information.Pass through the dimension information and arrangement of reinforcement information of structural elements, it determines corresponding prefabricated attribute information, split parameter and steel-bar arrangement information, design efficiency can be improved, and determine that obtained design information is more scientific and reasonable, so as to improve the security performance of corresponding structural elements.
Description
Technical field
This application involves assembled architecture design fields, method, dress more particularly to a kind of design structure component
It sets, storage medium and computer equipment.
Background technique
In building trade, by the external force of bearing support, receiving based on cross force and shearing, to be bent into primary deformable
Component is known as beam, joist support support the total weight of component and roofing in building upper boom, be in building upper boom most
For part and parcel.
The prior art makes beam class component using the form of PC component (precast concrete, precast concrete),
When making beam class PC component, it is necessary first to carry out the production design of beam class component.The prior art is led to when carrying out production design
The often production design to remove determining beam class component according to the experience of designer.However, artificially carrying out component production design effect
Rate is lower, and is easy to appear and designs unreasonable problem, and then will lead to prepared beam class PC component there are certain peaces
Full hidden danger.
Summary of the invention
Based on this, it is necessary in view of the problems of the existing technology, provide a kind of more scientific and reasonable design structure structure
Method, apparatus, storage medium and the computer equipment of part.
A kind of method of design structure component, comprising:
The dimension information of structural elements to be designed is obtained, structural elements is created based on the dimension information；
Determine the corresponding prefabricated attribute information of the structural elements；
According to the dimension information and the prefabricated attribute information, the fractionation parameter of the structural elements is determined, be based on institute
It states and splits parameter to structural elements progress component fractionation；
The corresponding arrangement of reinforcement information of the structural elements is obtained, according to the dimension information, the prefabricated attribute information, described
It splits parameter and the arrangement of reinforcement information determines the steel-bar arrangement information of the structural elements, be based on the steel-bar arrangement information pair
The structural elements carries out steel-bar arrangement.
The dimension information includes: sectional dimension, component starting point and component length in one of the embodiments,.
The prefabricated attribute information includes overlapping layer height in one of the embodiments,；
Determine the corresponding prefabricated attribute information of the structural elements, comprising:
The structural elements is determined according to the thickness of other components matched with the structural elements and sedimentation value
Overlap layer height.
In one of the embodiments, further include any one of the following terms:
First item: the fractionation parameter includes beam type, returns side type and size, primary-secondary beam overlapping mode, column overlap joint length
Degree, keyway and size, choose in ear size, outer beam tongue and groove and size at least one of；
Section 2: the fractionation parameter includes that board type, preformed layer thickness, preformed layer chamfering type and size, floor are torn open
The mode of dividing and limit value, floor size modulus, plate joint gap, plate arranged direction, plate overlap at least one in size；
Section 3: the fractionation parameter includes balcony board type, preformed layer thickness, outer impeller overlap joint and length, connecting pin
Size, air-conditioning plate and relative dimensions, drip/drip and size, return in side and size at least one of；
Section 4: the fractionation parameter includes air-conditioning board type, preformed layer thickness, outer impeller overlap joint and length, connecting pin
Size, drip/drip and size, return in side and size, shearing resistance keyway and size at least one of；
Section 5: it is described split parameter include return in side and size, side seam and size at least one of；
Section 6: the fractionation parameter include drip/drip and size, non-slip groove and size, pin key hole to be provided and
At least one of in size.
The arrangement of reinforcement information includes: reinforcing bar grade, bar diameter, bar spacing in one of the embodiments,；
Institute is determined according to the dimension information, the prefabricated attribute information, the fractionation parameter and the arrangement of reinforcement information
State the steel-bar arrangement information of structural elements, comprising:
According to the dimension information, the prefabricated attribute information, the fractionation parameter, the reinforcing bar grade, the reinforcing bar
Diameter and the bar spacing determine reinforcement location information；
Rule is avoided according to default reinforcing bar, determines the vertical evaded distance for stretching out component, the steel-bar arrangement information includes
The reinforcement location information and the vertical evaded distance for stretching out component.
In one of the embodiments, further include: according to default lifting rule, determine that the lifting of the structural elements is suitable
Sequence.
In one of the embodiments, further include at least one of the following:
First item: water power HVAC set aside pre-embedded information is obtained, according to the water power HVAC set aside pre-embedded information to the steel
Muscle setting information optimizes processing, carries out reinforcing bar to the structural elements based on the steel-bar arrangement information after optimization processing and sets
It sets；
Section 2: the corresponding artificial check information of the prefabricated attribute information is obtained, and according to the artificial check information
Processing is optimized to the prefabricated attribute information；
Section 3: the corresponding artificial check information of the fractionation parameter is obtained, and according to the artificial check information to institute
It states fractionation parameter and optimizes processing, component fractionation is carried out to the structural elements based on the fractionation parameter after optimization processing；
Section 4: the corresponding artificial check information of the arrangement of reinforcement information is obtained, and according to the artificial check information to institute
It states arrangement of reinforcement information and optimizes processing；
Section 5: the corresponding artificial check information of the steel-bar arrangement information is obtained, and according to the artificial check information
Processing is optimized to the steel-bar arrangement information, the structural elements is carried out based on the steel-bar arrangement information after optimization processing
Steel-bar arrangement.
A kind of structural elements design information determining device, comprising:
Component creation module, for obtaining the dimension information of structural elements to be designed, based on dimension information creation knot
Structure component；
Prefabricated attribute determination module, for determining the corresponding prefabricated attribute information of the structural elements；
Component splits module, for determining the structural elements according to the dimension information and the prefabricated attribute information
Fractionation parameter, based on the fractionations parameter to the structural elements progress component fractionation；
Steel-bar arrangement module, for obtaining the corresponding arrangement of reinforcement information of the structural elements, according to the dimension information, described
Prefabricated attribute information, the fractionation parameter and the arrangement of reinforcement information determine the steel-bar arrangement information of the structural elements, are based on
The steel-bar arrangement information carries out steel-bar arrangement to the structural elements.
A kind of computer equipment, including memory and processor, the memory are stored with computer program, the processing
The step of device realizes the above method when executing the computer program.
A kind of computer readable storage medium, is stored thereon with computer program, and the computer program is held by processor
The step of above method is realized when row.
Method, apparatus, storage medium and the computer equipment of above-mentioned design structure component, obtain structural elements to be designed
Dimension information creates structural elements based on dimension information；Determine the corresponding prefabricated attribute information of structural elements；According to dimension information
And prefabricated attribute information, it determines the fractionation parameter of structural elements, component fractionation is carried out to structural elements based on parameter is split；It obtains
The corresponding arrangement of reinforcement information of structural elements determines structure according to dimension information, prefabricated attribute information, fractionation parameter and arrangement of reinforcement information
The steel-bar arrangement information of component carries out steel-bar arrangement to structural elements based on steel-bar arrangement information.Pass through the size of structural elements
Information and arrangement of reinforcement information determine corresponding prefabricated attribute information, split parameter and steel-bar arrangement information, and design effect can be improved
Rate, and determine that obtained design information is more scientific and reasonable, so as to improve the security performance of corresponding structural elements.
Detailed description of the invention
Fig. 1 is the flow diagram of the method for design structure component in one embodiment；
Fig. 2 is the model schematic of one embodiment central sill class component；
Fig. 3 is the model schematic that the beam class component after reinforcing bar is arranged in one embodiment；
Fig. 4 is the combination diagram that the beam structure after vertical evaded distance is arranged in one embodiment；
Fig. 5 is the structural schematic diagram of the device of design structure component in one embodiment.
Specific embodiment
It is with reference to the accompanying drawings and embodiments, right in order to which the objects, technical solutions and advantages of the application are more clearly understood
The application is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain the application, not
For limiting the application.
In one embodiment, as shown in Figure 1, providing a kind of method of design structure component, being applied in this way can
To be explained for carrying out the design platform of structural elements design, method includes the following steps:
Step S100 obtains the dimension information of structural elements to be designed, creates structural elements based on dimension information.Size letter
Breath is the external overall dimensions of structural elements to be designed, and dimension information can be predesignated, is also possible to specify in real time, if
Platform is counted after obtaining dimension information, the component model of structural elements is created according to dimension information.
Step S200 determines the corresponding prefabricated attribute information of structural elements.It is finished in the component model creation of structural elements
Afterwards, design platform determines the corresponding prefabricated attribute information of component model of the structural elements according to artificial definitive result.
Step S300 determines the fractionation parameter of structural elements according to dimension information and prefabricated attribute information, is joined based on splitting
Several pairs of structural elements carry out component fractionation.After the corresponding prefabricated attribute information of component model for determining structural elements, design
The platform dimension information of component and prefabricated attribute information according to this structure, can determine the fractionation parameter of the structural elements.No
The component feature of the structural elements of same type is not quite similar, therefore for different types of structural elements, there are identical
Or different fractionation parameter.Design platform is after determining the fractionation parameter of structural elements, based on fractionation parameter to structure structure
Part carries out component fractionation, to form the prefabricated components met the requirements.
Step S400 obtains the corresponding arrangement of reinforcement information of structural elements, according to dimension information, prefabricated attribute information, splits and joins
Several and arrangement of reinforcement information determines the steel-bar arrangement information of structural elements, carries out reinforcing bar to structural elements based on steel-bar arrangement information and sets
It sets.
Design platform obtains that the structural elements is corresponding to match based on splitting after parameter carries out component fractionation to structural elements
Muscle information, and combine dimension information, prefabricated attribute information, split the steel-bar arrangement that parameter completes structural elements.Arrangement of reinforcement information tool
Body can be to be calculated by other computing platforms, i.e., the model of building is sent to other computing platforms by design platform, by it
After his computing platform completes Structure Calculation and arrangement of reinforcement, corresponding calculated result is sent to design platform.The purpose of Structure Calculation
It is to determine whether the buildings model obtained meets the basic demand of project and related specifications.
The present embodiment provides a kind of method of design structure component, by the dimension information and arrangement of reinforcement information of structural elements,
It determines corresponding prefabricated attribute information, split parameter and steel-bar arrangement information, design efficiency can be improved, and determination obtains
Design information it is more scientific and reasonable, so as to improve the security performance of corresponding structural elements.
In one embodiment, by taking beam class component as an example, the dimension information of beam class component includes: sectional dimension, component
Point and component length.Specifically, as shown in Fig. 2, being the model schematic of beam class component, the sectional dimension of the structural elements is
A*b, the i.e. a length of a in section bottom edge, depth of section b, component starting point are the section where point O, component length L.
In one embodiment, prefabricated attribute information includes overlapping layer height.Specifically, with reference to Fig. 2, in figure where dotted line
Beam class component is divided into in-situ layer and preformed layer by plane, part more than dotted line be in-situ layer, corresponding height be b1, dotted line with
Under part be preformed layer, corresponding height be b2, overlap layer height, that is, in-situ layer height b1.
Determine the corresponding prefabricated attribute information of structural elements, comprising: according to other components matched with structural elements
Thickness and sedimentation value determine the overlapping layer height of structural elements.It, can be according to its corresponding floor for beam class component
Thickness and sedimentation value determine the overlapping layer height of the beam class component.
In one embodiment, it for beam, splits parameter and includes beam type, returns side type and size, primary-secondary beam are taken
It connects mode, the column lap of splice, keyway and size, choose at least one in ear size, outer beam tongue and groove and size.Wherein, keyway phase
Closing parameter includes keyway quantity, keyway size, keyway area, keyway position etc., and keyway quantity can be one, be also possible to two
It is a or multiple；Keyway size, that is, each keyway width, height, depth, internal retraction distance etc.；Keyway area, that is, keyway root
The area in portion, usually, the ratio that keyway root section area accounts for prefabricated area of section is 0.4, is with the keyway in Fig. 2
Example, keyway area are 0.4*a*b2.It is appreciated that the ratio that keyway root section area accounts for prefabricated area of section can basis
Actual conditions are set as other values.
In one embodiment, for plate, splitting parameter includes board type, preformed layer thickness, preformed layer chamfering class
Type and size, floor split mode and limit value, floor size modulus, plate joint gap, plate arranged direction, plate overlap in size
At least one of.
In one embodiment, for balcony slab, splitting parameter includes balcony board type, preformed layer thickness, siphonal lobe
Plate overlap joint and length, connecting pin size, air-conditioning plate and relative dimensions, drip/drip and size are returned in side and size extremely
One item missing.
In one embodiment, for air-conditioning plate, splitting parameter includes air-conditioning board type, preformed layer thickness, siphonal lobe
Plate overlap joint and length, connecting pin size, drip/drip and size are returned in side and size, shearing resistance keyway and size at least
One.
In one embodiment, for caisson, splitting parameter includes returning in side and size, side seam and size at least
One.
In one embodiment, for stair, split parameter include drip/drip and size, non-slip groove and
At least one of in size, pin key hole to be provided and size.
In one embodiment, arrangement of reinforcement information includes: reinforcing bar grade, bar diameter, bar spacing.According to dimension information,
Prefabricated attribute information, fractionation parameter and arrangement of reinforcement information determine the steel-bar arrangement information of structural elements, comprising: are believed according to size
Breath, prefabricated attribute information, fractionation parameter, reinforcing bar grade, bar diameter and bar spacing determine reinforcement location information；According to pre-
If reinforcing bar evacuation rule, determines the vertical evaded distance for stretching out component, steel-bar arrangement information includes reinforcement location information and stretches
The vertical evaded distance of component out.Specifically, as shown in figure 3, being the steel being arranged according to reinforcement location information above beam class component
Muscle (stirrup), the both ends of beam class component are the stretching component after the vertical evaded distance of setting.As shown in figure 4, vertically being kept away for setting
Allow the combination diagram of the beam structure after that can avoid the occurrence of beam by determining the vertical evaded distance of stretching component
The case where stretching component of class component conflicts mutually.
In one embodiment, this method further include: according to default lifting rule, determine the lifting sequence of structural elements.
Specifically, when multiple beam class components form more beam connection structures, it is thus necessary to determine that each in more beam connection structures
The lifting sequence of beam, presetting lifting rule includes: to determine more beams according to the quantity and positional relationship of more beam connection structure central sills
The corresponding node type of connection structure；The lifting sequence of each beam in more beam connection structures is determined according to node type.The present embodiment
By the lifting sequence of each beam of determination, so as to avoid the occurrence of the chaotic problem of lifting.
In one embodiment, presetting reinforcing bar evacuation rule includes: to determine more beam connection knots according to default lifting rule
In structure after the lifting sequence of each beam, determine that the stretching component of each beam is corresponding according to the lifting sequence of each beam in more beam connection structures
Vertical evaded distance.
In one embodiment, this method further include: water power HVAC set aside pre-embedded information is obtained, it is reserved according to water power HVAC
Pre-buried information optimizes processing to steel-bar arrangement information, is carried out based on the steel-bar arrangement information after optimization processing to structural elements
Steel-bar arrangement.
Specifically, water power HVAC system design is carried out to structural elements model, and generates corresponding set aside pre-embedded information.It is specific
It may include being modeled to electric appliance, hot-water heating electricity and HVAC, obtaining the structural elements model for having device model, device model
Model including electric appliance, hot-water heating electricity and HVAC.Specifically to the modeling of electric appliance, hot-water heating electricity and HVAC, can use any possible
Modeling pattern carries out, and is not specifically limited in the embodiment of the present application.After obtaining water power HVAC set aside pre-embedded information, according to water power
The model of HVAC set aside pre-embedded information, that is, the electric appliance constructed, hot-water heating electricity and HVAC etc. carries out evacuation optimization to steel-bar arrangement information
Processing.
In one embodiment, this method further include: obtain the corresponding artificial check information of prefabricated attribute information, and according to
Artificial information of checking optimizes processing to prefabricated attribute information.For the prefabricated attribute information that design platform determines, further include
It is artificial to check link, i.e., by manually checking to determine whether the component model for having prefabricated attribute meets project and related specifications
Basic demand when being unsatisfactory for related request can be manually entered check adjustment information, design platform is according to being manually entered
It checks adjustment information and processing is optimized to prefabricated attribute information.
In one embodiment, this method further include: obtain and split the corresponding artificial check information of parameter, and according to artificial
It checks information and optimizes processing to parameter is split, component is carried out to structural elements based on the fractionation parameter after optimization processing and is torn open
Point.It further include artificial check link, i.e., by manually checking to determine that building is split for the fractionation parameter that design platform determines
Whether component model afterwards meets the basic demand of project and related specifications, when being unsatisfactory for related request, can be manually entered
Adjustment information is checked, design platform optimizes processing to parameter is split according to the check adjustment information being manually entered, and is based on
Fractionation parameter after optimization processing carries out component fractionation to structural elements.
In one embodiment, this method further include: obtain the corresponding artificial check information of arrangement of reinforcement information, and according to artificial
It checks information and processing is optimized to arrangement of reinforcement information.It further include artificial check link for the arrangement of reinforcement information that design platform obtains,
I.e. by manually checking to determine whether the corresponding arrangement of reinforcement information of component model meets the basic demand of project and related specifications, when
When being unsatisfactory for related request, check adjustment information can be manually entered, design platform is according to the check adjustment information being manually entered
Processing is optimized to arrangement of reinforcement information.Such as: the model of reinforcing bar, diameter, spacing parameter etc. is manually specified.Manually checked
Afterwards, design platform re-starts steel-bar arrangement according to the arrangement of reinforcement information after check.
In one embodiment, this method further include: the corresponding artificial check information of acquisition steel-bar arrangement information, and according to
Artificial information of checking optimizes processing to steel-bar arrangement information, based on the steel-bar arrangement information after optimization processing to structural elements
Carry out steel-bar arrangement.It further include artificial check link, i.e., by manually checking for the steel-bar arrangement information that design platform determines
To determine whether the component model comprising steel-bar arrangement information meets the basic demands of project and related specifications, when being unsatisfactory for correlation
It is required that when, check adjustment information can be manually entered, design platform is according to the check adjustment information being manually entered to steel-bar arrangement
Information optimizes processing, and carries out steel-bar arrangement to structural elements based on the steel-bar arrangement information after optimization processing.
It should be understood that although each step in the flow chart of Fig. 1 is successively shown according to the instruction of arrow, this
A little steps are not that the inevitable sequence according to arrow instruction successively executes.Unless expressly state otherwise herein, these steps
It executes there is no the limitation of stringent sequence, these steps can execute in other order.Moreover, at least part in Fig. 1
Step may include that perhaps these sub-steps of multiple stages or stage are executed in synchronization to multiple sub-steps
It completes, but can execute at different times, the execution sequence in these sub-steps or stage, which is also not necessarily, successively to be carried out,
But it can be executed in turn or alternately at least part of the sub-step or stage of other steps or other steps.
In one embodiment, as shown in figure 4, providing a kind of device of design structure component, which includes: component wound
It models block 100, prefabricated attribute determination module 200, component and splits module 300 and steel-bar arrangement module 400.
Component creation module 100 is used to obtain the dimension information of structural elements to be designed, creates structure based on dimension information
Component；
Prefabricated attribute determination module 200 is for determining the corresponding prefabricated attribute information of structural elements；
Component splits module 300 and is used to determine the fractionation parameter of structural elements according to dimension information and prefabricated attribute information,
Component fractionation is carried out to structural elements based on parameter is split；
Steel-bar arrangement module 400 is believed for obtaining the corresponding arrangement of reinforcement information of structural elements according to dimension information, prefabricated attribute
Breath, fractionation parameter and arrangement of reinforcement information determine the steel-bar arrangement information of structural elements, based on steel-bar arrangement information to structural elements
Carry out steel-bar arrangement.
The specific of device about design structure component limits the method that may refer to above for design structure component
Restriction, details are not described herein.Modules in the device of above-mentioned design structure component can be fully or partially through software, hard
Part and combinations thereof is realized.Above-mentioned each module can be embedded in the form of hardware or independently of in the processor in computer equipment,
It can also be stored in a software form in the memory in computer equipment, execute the above modules in order to which processor calls
Corresponding operation.
In one embodiment, a kind of computer equipment, including memory and processor are provided, is stored in memory
Computer program, the processor perform the steps of the dimension information for obtaining structural elements to be designed when executing computer program,
Structural elements is created based on dimension information；Determine the corresponding prefabricated attribute information of structural elements；According to dimension information and prefabricated category
Property information, determine the fractionation parameter of structural elements, based on split parameter to structural elements carry out component fractionation；Obtain structural elements
Corresponding arrangement of reinforcement information determines the steel of structural elements according to dimension information, prefabricated attribute information, fractionation parameter and arrangement of reinforcement information
Muscle setting information carries out steel-bar arrangement to structural elements based on steel-bar arrangement information.
In one embodiment, basis and structural elements phase are also performed the steps of when processor executes computer program
The thickness and sedimentation value of other components of cooperation determine the overlapping layer height of structural elements.
In one embodiment, it is also performed the steps of when processor executes computer program according to dimension information, prefabricated
Attribute information, fractionation parameter, reinforcing bar grade, bar diameter and bar spacing determine reinforcement location information；According to default reinforcing bar
Evacuation rule, determines the vertical evaded distance for stretching out component, and steel-bar arrangement information includes reinforcement location information and stretching component
Vertical evaded distance.
In one embodiment, it is also performed the steps of when processor executes computer program according to default lifting rule,
Determine the lifting sequence of structural elements.
In one embodiment, at least one of the following is also realized when processor executes computer program:
First item: obtaining water power HVAC set aside pre-embedded information, is believed according to water power HVAC set aside pre-embedded information steel-bar arrangement
Breath optimizes processing, carries out steel-bar arrangement to structural elements based on the steel-bar arrangement information after optimization processing；
Section 2: the corresponding artificial check information of prefabricated attribute information is obtained, and according to artificial information of checking to prefabricated category
Property information optimizes processing；
Section 3: obtaining and split the corresponding artificial check information of parameter, and according to it is artificial check information to split parameter into
Row optimization processing carries out component fractionation to structural elements based on the fractionation parameter after optimization processing；
Section 4: obtaining the corresponding artificial check information of arrangement of reinforcement information, and according to it is artificial check information to arrangement of reinforcement information into
Row optimization processing；
Section 5: the corresponding artificial check information of steel-bar arrangement information is obtained, and reinforcing bar is set according to artificial information of checking
Confidence breath optimizes processing, carries out steel-bar arrangement to structural elements based on the steel-bar arrangement information after optimization processing.
In one embodiment, a kind of computer readable storage medium is provided, computer program is stored thereon with, is calculated
Machine program performs the steps of the dimension information for obtaining structural elements to be designed when being executed by processor, created based on dimension information
Build structural elements；Determine the corresponding prefabricated attribute information of structural elements；According to dimension information and prefabricated attribute information, structure is determined
The fractionation parameter of component carries out component fractionation to structural elements based on parameter is split；The corresponding arrangement of reinforcement information of structural elements is obtained,
The steel-bar arrangement information that structural elements is determined according to dimension information, prefabricated attribute information, fractionation parameter and arrangement of reinforcement information, is based on
Steel-bar arrangement information carries out steel-bar arrangement to structural elements.
In one embodiment, basis and structural elements are also performed the steps of when computer program is executed by processor
The thickness and sedimentation value of other components matched determine the overlapping layer height of structural elements.
In one embodiment, it is also performed the steps of when computer program is executed by processor according to dimension information, in advance
Attribute information, fractionation parameter, reinforcing bar grade, bar diameter and bar spacing processed determine reinforcement location information；According to default steel
Muscle evacuation rule, determines the vertical evaded distance for stretching out component, and steel-bar arrangement information includes reinforcement location information and stretching structure
The vertical evaded distance of part.
In one embodiment, it is also performed the steps of when computer program is executed by processor according to default lifting rule
Then, the lifting sequence of structural elements is determined.
In one embodiment, at least one of the following is also realized when computer program is executed by processor:
First item: obtaining water power HVAC set aside pre-embedded information, is believed according to water power HVAC set aside pre-embedded information steel-bar arrangement
Breath optimizes processing, carries out steel-bar arrangement to structural elements based on the steel-bar arrangement information after optimization processing；
Section 2: the corresponding artificial check information of prefabricated attribute information is obtained, and according to artificial information of checking to prefabricated category
Property information optimizes processing；
Section 3: obtaining and split the corresponding artificial check information of parameter, and according to it is artificial check information to split parameter into
Row optimization processing carries out component fractionation to structural elements based on the fractionation parameter after optimization processing；
Section 4: obtaining the corresponding artificial check information of arrangement of reinforcement information, and according to it is artificial check information to arrangement of reinforcement information into
Row optimization processing；
Section 5: the corresponding artificial check information of steel-bar arrangement information is obtained, and reinforcing bar is set according to artificial information of checking
Confidence breath optimizes processing, carries out steel-bar arrangement to structural elements based on the steel-bar arrangement information after optimization processing.
Those of ordinary skill in the art will appreciate that realizing all or part of the process in above-described embodiment method, being can be with
Relevant hardware is instructed to complete by computer program, computer program can be stored in a non-volatile computer and can be read
In storage medium, the computer program is when being executed, it may include such as the process of the embodiment of above-mentioned each method.Wherein, the application
To any reference of memory, storage, database or other media used in provided each embodiment, may each comprise non-
Volatibility and/or volatile memory.Nonvolatile memory may include read-only memory (ROM), programming ROM (PROM),
Electrically programmable ROM (EPROM), electrically erasable ROM (EEPROM) or flash memory.Volatile memory may include arbitrary access
Memory (RAM) or external cache.By way of illustration and not limitation, RAM is available in many forms, such as static
RAM (SRAM), dynamic ram (DRAM), synchronous dram (SDRAM), double data rate sdram (DDRSDRAM), enhanced SDRAM
(ESDRAM), synchronization link (Synchlink) DRAM (SLDRAM), memory bus (Rambus) directly RAM (RDRAM), straight
Connect memory bus dynamic ram (DRDRAM) and memory bus dynamic ram (RDRAM) etc..
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. a kind of method of design structure component characterized by comprising
The dimension information of structural elements to be designed is obtained, structural elements is created based on the dimension information；
Determine the corresponding prefabricated attribute information of the structural elements；
According to the dimension information and the prefabricated attribute information, determines the fractionation parameter of the structural elements, torn open based on described
Parameter is divided to carry out component fractionation to the structural elements；
The corresponding arrangement of reinforcement information of the structural elements is obtained, according to the dimension information, the prefabricated attribute information, the fractionation
Parameter and the arrangement of reinforcement information determine the steel-bar arrangement information of the structural elements, based on the steel-bar arrangement information to described
Structural elements carries out steel-bar arrangement.
2. the method for design structure component according to claim 1, which is characterized in that the dimension information includes: section
Size, component starting point and component length.
3. the method for design structure component according to claim 1, which is characterized in that the prefabricated attribute information includes folded
Close layer height；
Determine the corresponding prefabricated attribute information of the structural elements, comprising:
The overlapping of the structural elements is determined according to the thickness of other components matched with the structural elements and sedimentation value
Layer height.
4. the method for design structure component according to claim 1, which is characterized in that further include any in the following terms
:
First item: the fractionation parameter includes beam type, returns side type and size, primary-secondary beam overlapping mode, the column lap of splice, key
Slot and size, choose in ear size, outer beam tongue and groove and size at least one of；
Section 2: the fractionation parameter includes board type, preformed layer thickness, preformed layer chamfering type and size, floor fractionation side
Formula and limit value, floor size modulus, plate joint gap, plate arranged direction, plate overlap at least one in size；
Section 3: the fractionation parameter include balcony board type, preformed layer thickness, outer impeller overlap joint and length, connecting pin size,
Air-conditioning plate and relative dimensions, drip/drip and size, return in side and size at least one of；
Section 4: the fractionation parameter include air-conditioning board type, preformed layer thickness, outer impeller overlap joint and length, connecting pin size,
Drip/drip and size, return in side and size, shearing resistance keyway and size at least one of；
Section 5: it is described split parameter include return in side and size, side seam and size at least one of；
Section 6: the fractionation parameter includes drip/drip and size, non-slip groove and size, pin key hole to be provided and size
At least one of in.
5. the method for design structure component according to claim 1, which is characterized in that the arrangement of reinforcement information includes: reinforcing bar
Grade, bar diameter, bar spacing；
The knot is determined according to the dimension information, the prefabricated attribute information, the fractionation parameter and the arrangement of reinforcement information
The steel-bar arrangement information of structure component, comprising:
According to the dimension information, the prefabricated attribute information, the fractionation parameter, the reinforcing bar grade, the bar diameter
And the bar spacing determines reinforcement location information；
Rule is avoided according to default reinforcing bar, determines the vertical evaded distance for stretching out component, the steel-bar arrangement information includes described
Reinforcement location information and the vertical evaded distance for stretching out component.
6. the method for design structure component according to claim 1, which is characterized in that further include: it is advised according to default lifting
Then, the lifting sequence of the structural elements is determined.
7. the method for design structure component according to claim 1, which is characterized in that further include in the following terms at least
One:
First item: water power HVAC set aside pre-embedded information is obtained, the reinforcing bar is set according to the water power HVAC set aside pre-embedded information
Confidence breath optimizes processing, carries out steel-bar arrangement to the structural elements based on the steel-bar arrangement information after optimization processing；
Section 2: the corresponding artificial check information of the prefabricated attribute information is obtained, and according to the artificial check information to institute
It states prefabricated attribute information and optimizes processing；
Section 3: the corresponding artificial check information of the fractionation parameter is obtained, and is torn open according to the artificial check information to described
Point parameter optimizes processing, carries out component fractionation to the structural elements based on the fractionation parameter after optimization processing；
Section 4: the corresponding artificial check information of the arrangement of reinforcement information is obtained, and is matched according to the artificial check information to described
Muscle information optimizes processing；
Section 5: the corresponding artificial check information of the steel-bar arrangement information is obtained, and according to the artificial check information to institute
It states steel-bar arrangement information and optimizes processing, reinforcing bar is carried out to the structural elements based on the steel-bar arrangement information after optimization processing
Setting.
8. a kind of device of design structure component characterized by comprising
Component creation module creates structure structure based on the dimension information for obtaining the dimension information of structural elements to be designed
Part；
Prefabricated attribute determination module, for determining the corresponding prefabricated attribute information of the structural elements；
Component splits module, for determining tearing open for the structural elements according to the dimension information and the prefabricated attribute information
Divide parameter, component fractionation is carried out to the structural elements based on the fractionation parameter；
Steel-bar arrangement module, for obtaining the corresponding arrangement of reinforcement information of the structural elements, according to the dimension information, described prefabricated
Attribute information, the fractionation parameter and the arrangement of reinforcement information determine the steel-bar arrangement information of the structural elements, based on described
Steel-bar arrangement information carries out steel-bar arrangement to the structural elements.
9. a kind of computer equipment, including memory and processor, the memory are stored with computer program, feature exists
In the processor realizes design structure component described in any one of claims 1 to 7 when executing the computer program
The step of method.
10. a kind of computer readable storage medium, is stored thereon with computer program, which is characterized in that the computer program
The step of method of design structure component described in any one of claims 1 to 7 is realized when being executed by processor.
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| CN201811536941.1A CN109409018A (en) | 2018-12-14 | 2018-12-14 | Method, apparatus, storage medium and the computer equipment of design structure component |
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| CN201811536941.1A CN109409018A (en) | 2018-12-14 | 2018-12-14 | Method, apparatus, storage medium and the computer equipment of design structure component |
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