CN110955929B - Method and device for generating model of horizontal seam connecting component of wallboard - Google Patents
Method and device for generating model of horizontal seam connecting component of wallboard Download PDFInfo
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- CN110955929B CN110955929B CN201911316774.4A CN201911316774A CN110955929B CN 110955929 B CN110955929 B CN 110955929B CN 201911316774 A CN201911316774 A CN 201911316774A CN 110955929 B CN110955929 B CN 110955929B
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Abstract
The embodiment of the disclosure provides a model generation method, a device, a readable storage medium and a computing device for a wallboard horizontal joint connecting component, which can automatically generate a wallboard horizontal joint connecting reinforcement cage model, replace a traditional grouting sleeve or a grout anchor lap joint structure, and improve the design production efficiency, wherein the method comprises the following steps: acquiring information of related components of a horizontal seam of a wallboard; determining design parameters of vertical steel bars of a wallboard horizontal joint connection steel reinforcement cage according to information of related components of the wallboard horizontal joint; determining design parameters of transverse steel bars of a horizontal joint connecting reinforcement cage of the wallboard according to information of related components of the horizontal joint of the wallboard; determining the design parameters of the horizontal fixed steel bars of the horizontal seam connection steel bar cage of the wallboard according to the design parameters of the vertical steel bars and the design parameters of the horizontal steel bars; and determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
Description
Technical Field
The disclosure relates to the technical field of building design, and in particular relates to a model generation method and device for a horizontal joint connecting member of a wallboard, a readable storage medium and computing equipment.
Background
In the existing building design software PKPM system, the connection of the horizontal seam of the wallboard adopts the lap joint design of a grouting sleeve or a grout anchor, and no additional connecting steel bar is needed in the design process. And moreover, the grouting sleeve or the grout anchor is overlapped and simultaneously produced in the reinforcing process of the component, and additional software generation work is not needed.
This software design approach causes the following problems in later implementations:
1. the construction difficulty is big, and upper and lower floor's component need guarantee absolute position and aim at.
2. The grouting quality is not guaranteed, so that the connection quality of the components is not reliable, and the quality of the whole building is influenced.
3. The lap joint of the grouting sleeve and the grout anchor needs to adopt a rib forming mode, and the automatic processing of the prefabricated part in a factory is not facilitated.
Therefore, a new method for designing a connection of components is needed to solve the above problems in the using stage of the building design software.
Disclosure of Invention
To this end, the present disclosure provides a method, apparatus, readable storage medium, and computing device for model generation of horizontal joint connection members of wallboard in an effort to solve, or at least alleviate, at least one of the problems identified above.
According to an aspect of the embodiments of the present disclosure, there is provided a method for generating a model of a horizontal joint connecting member of a wallboard, including:
acquiring information of related components of a horizontal seam of a wallboard;
determining design parameters of vertical steel bars of a wallboard horizontal joint connection steel reinforcement cage according to information of related components of the wallboard horizontal joint;
determining design parameters of transverse steel bars of a horizontal joint connecting reinforcement cage of the wallboard according to information of related components of the horizontal joint of the wallboard;
determining the design parameters of the horizontal fixed steel bars of the horizontal seam connection steel bar cage of the wallboard according to the design parameters of the vertical steel bars and the design parameters of the horizontal steel bars;
and determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
Optionally, the information about the members of the horizontal seam of the wallboard includes:
the diameter of the steel bar in the upper wall, the diameter of the steel bar in the lower wall and the thickness of a cast-in-place seam between the upper wall and the lower wall;
according to the relevant component information of wallboard horizontal joint, confirm the design parameter of the vertical reinforcing bar of wallboard horizontal joint connection steel reinforcement cage, include:
determining the diameter of the vertical steel bars of the horizontal seam connection steel bar cage of the wallboard according to the diameter of the steel bars in the upper wall and the diameter of the steel bars in the lower wall;
determining the strength grade of the vertical steel bars of the horizontal seam connection steel reinforcement cage of the wallboard according to the strength grade of the steel bars in the upper wall and the strength grade of the steel bars in the lower wall;
determining the spacing width of two lines of vertical steel bars of a horizontal seam connecting reinforcement cage of the wallboard according to the thickness of the cast-in-place seam; or calculating the horizontal clear distance of the cavity in the height range of the vertical steel bar; and determining the interval width of two columns of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage according to the horizontal clear distance of the cavity in the height range of the vertical steel bars.
Optionally, determining the width of the space between two columns of vertical steel bars of the wallboard horizontal joint reinforcement cage according to the clear distance of the cavity level within the height range of the vertical steel bar, including:
the interval width of two rows of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage is the difference of the horizontal clear distance of the cavity in the height range of the vertical steel bars minus a first preset value; when the horizontal clear distances of the cavities in the corresponding areas of the upper-layer wall and the lower-layer wall are different, the smaller value is taken as the horizontal clear distance of the cavities in the height range of the vertical steel bars.
Optionally, according to the thickness of cast-in-place seam, determine the width of interval of two vertical reinforcing bars of horizontal seam connection steel reinforcement cage of wallboard, include:
if the cast-in-place seam comprises a single-sided wall shell, the spacing width of two lines of vertical steel bars of the horizontal seam connecting reinforcement cage of the wallboard is obtained by subtracting the thickness of the single-sided wall shell from the thickness of the cast-in-place seam and then subtracting a second preset value;
if the cast-in-place joint comprises a double-sided wall shell, the interval width of two lines of vertical steel bars of the horizontal joint connecting reinforcement cage of the wallboard is obtained by subtracting the thickness of the double-sided wall shell from the thickness of the cast-in-place joint and then subtracting a third preset value.
Optionally, the two columns of vertical reinforcing steel bars are straight reinforcing steel bars, or the two columns of vertical reinforcing steel bars are connected in an annular manner.
Optionally, the information about the members of the horizontal seam of the wallboard further includes:
the height of the wall top of the lower wall;
according to the relevant component information of wallboard horizontal joint, confirm the design parameter of the horizontal reinforcing bar of wallboard horizontal joint connection steel reinforcement cage, include:
when a floor slab is detected between the upper wall and the lower wall, determining the height of a first transverse steel bar of a horizontal seam connection steel reinforcement cage of the wall slab according to the height of the top of the lower wall; determining the height of a second transverse steel bar above the first transverse steel bar according to the height of the first transverse steel bar;
when detecting that no floor slab exists between the upper wall and the lower wall, determining the height of the only transverse steel bar of the horizontal seam connection steel bar cage of the wallboard according to the height of the top of the lower wall; and (c) a second step of,
and determining the length of the transverse steel bar according to the thickness of the cast-in-place seam.
Optionally, the method further comprises:
when the conflict between the wallboard horizontal joint connection steel reinforcement cage and steel reinforcements in any wall is detected, the arrangement of the steel reinforcements of the wallboard horizontal joint connection steel reinforcement cage is adjusted.
Optionally, the design parameters of the vertical reinforcing steel bar comprise:
the anchoring length of the vertical steel bar;
the method further comprises the following steps:
and calculating the anchoring length of the vertical steel bar according to a preset formula and the type of the area to which the horizontal seam of the wallboard belongs.
According to still another aspect of the present disclosure, there is provided a model generating apparatus of a horizontal seam connecting member of a wallboard, comprising:
the information acquisition unit is used for acquiring information of components related to the horizontal seam of the wallboard;
the vertical steel bar determining unit is used for determining the design parameters of the vertical steel bars of the wallboard horizontal joint connection steel reinforcement cage according to the information of the wallboard horizontal joint related components;
the transverse steel bar determining unit is used for determining the design parameters of transverse steel bars of the wallboard horizontal joint connecting steel reinforcement cage according to the information of the wallboard horizontal joint related components;
the horizontal fixed steel bar determining unit is used for determining the design parameters of the horizontal fixed steel bars of the wallboard horizontal seam connection steel bar cage according to the design parameters of the vertical steel bars and the design parameters of the transverse steel bars;
and the model generation unit is used for determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
According to yet another aspect of the present disclosure, there is provided a readable storage medium having executable instructions thereon that, when executed, cause a computer to perform the operations included in the above-described method for generating a model of a horizontal joint connection member of a wallboard.
According to yet another aspect of the present disclosure, there is provided a computing device comprising:
one or more processors;
a memory; and
one or more programs, wherein the one or more programs are stored in the memory and configured to perform the operations included in the above-described method of model generation of a horizontal joint member of a wallboard.
According to the technical scheme, information of a related component of a horizontal seam of a wallboard is obtained, design parameters of vertical steel bars of a horizontal seam connection steel reinforcement cage of the wallboard are determined according to the information of the related component of the horizontal seam of the wallboard, design parameters of transverse steel bars of the horizontal seam connection steel reinforcement cage of the wallboard are determined according to the information of the related component of the horizontal seam of the wallboard, design parameters of horizontal fixed steel bars of the horizontal seam connection steel reinforcement cage of the wallboard are determined according to the design parameters of the vertical steel bars and the design parameters of the transverse steel bars, and a model of the horizontal seam connection steel reinforcement cage of the wallboard is determined according to the design parameters of the vertical steel bars, the design parameters of the transverse steel bars and the design parameters of the horizontal fixed steel bars; the automatic horizontal joint of wallboard that generates of design stage according to horizontal joint component information of wallboard connects the steel reinforcement cage, has improved design efficiency to, replace grout sleeve or thick liquid anchor overlap joint as the connecting elements of horizontal joint of wallboard with the steel reinforcement cage, be favorable to the automated processing of prefabricated component in the mill, and be convenient for site operation.
Drawings
The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the disclosure and together with the description serve to explain the principles of the disclosure.
FIG. 1 is a block diagram of an exemplary computing device;
FIG. 2 is a flow chart of a method of model generation for a horizontal joint connection of a wallboard in accordance with an embodiment of the present disclosure;
FIG. 3 is a partial schematic view of a horizontal wall panel seam joining reinforcement cage according to one embodiment of the present disclosure;
FIG. 4 is a partial schematic view of a horizontal wall panel seam-connected rebar cage according to yet another embodiment of the present disclosure;
FIG. 5 is a partial schematic view of a horizontal wall panel seam-joining rebar cage according to yet another embodiment of the present disclosure;
FIG. 6 is a schematic view of a wallboard horizontal joint connecting reinforcement cage according to an embodiment of the present disclosure;
fig. 7 is a schematic structural diagram of a model generation device for a horizontal joint member of a wallboard according to an embodiment of the present disclosure.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.
FIG. 1 is a block diagram of an example computing device 100 arranged to implement a model generation method of a wallboard horizontal joint member according to the present disclosure. In a basic configuration 102, computing device 100 typically includes system memory 106 and one or more processors 104. A memory bus 108 may be used for communication between the processor 104 and the system memory 106.
Depending on the desired configuration, the processor 104 may be any type of processing, including but not limited to: the processor 104 may include one or more levels of cache, such as a level one cache 110 and a level two cache 112, a processor core 114, and registers 116. The example processor core 114 may include an Arithmetic Logic Unit (ALU), a Floating Point Unit (FPU), a digital signal processing core (DSP core), or any combination thereof.
Depending on the desired configuration, system memory 106 may be any type of memory, including but not limited to: volatile memory (such as RAM), non-volatile memory (such as ROM, flash memory, etc.), or any combination thereof. System memory 106 may include an operating system 120, one or more programs 122, and program data 124. In some implementations, the program 122 can be configured to execute instructions on an operating system by one or more processors 104 using the program data 124.
Computing device 100 may also include an interface bus 140 that facilitates communication from various interface devices (e.g., output devices 142, peripheral interfaces 144, and communication devices 146) to the basic configuration 102 via the bus/interface controller 130. The example output device 142 includes a graphics processing unit 148 and an audio processing unit 150. They may be configured to facilitate communication with various external devices, such as a display terminal or speakers, via one or more a/V ports 152. Example peripheral interfaces 144 may include a serial interface controller 154 and a parallel interface controller 156, which may be configured to facilitate communication with external devices such as input devices (e.g., keyboard, mouse, pen, voice input device, touch input device) or other peripherals (e.g., printer, scanner, etc.) via one or more I/O ports 158. An example communication device 146 may include a network controller 160, which may be arranged to facilitate communications with one or more other computing devices 162 over a network communication link via one or more communication ports 164.
A network communication link may be one example of a communication medium. Communication media may typically be embodied by computer readable instructions, data structures, program modules, in a modulated data signal, such as a carrier wave or other transport mechanism, and may include any information delivery media. A "modulated data signal" may be a signal that has one or more of its data set or its changes made in such a manner as to encode information in the signal. By way of non-limiting example, communication media may include wired media such as a wired network or private-wired network, and various wireless media such as acoustic, radio Frequency (RF), microwave, infrared (IR), or other wireless media. The term computer readable media as used herein may include both storage media and communication media.
Computing device 100 may be implemented as a personal computer including both desktop and notebook computer configurations.
Wherein the one or more programs 122 of the computing device 100 include instructions for performing a model generation method of a wallboard horizontal joint member according to the present disclosure.
Fig. 2 illustrates a flow chart of a method 200 of generating a model of a horizontal joint member of a wallboard, according to one embodiment of the present disclosure, the method 200 of generating a model of a horizontal joint member of a wallboard beginning at step S210.
In step S210, information about components related to a horizontal seam of a wallboard is obtained. According to this disclosed embodiment, wallboard horizontal joint relevant component information includes: the information of the types of the wall columns, the wall bodies, the coupling beams and other areas, and the strength information and the arrangement information of the reinforcing steel bars in the wall.
According to the different regional types of wall, the shape of the steel reinforcement cage that forms is different, specifically, the steel reinforcement cage needs to adopt the opening reinforcing bar to connect in even roof beam and wall body region, needs to adopt the stirrup that closes the mouth to connect at wall post part. Furthermore, the anchorage length of the reinforcement cage in different regions is also different.
Subsequently, in step S220, design parameters of vertical reinforcements of the wallboard horizontal joint connection reinforcement cage are determined according to the wallboard horizontal joint related member information.
According to the embodiment of the present disclosure, step S220 specifically includes: determining the diameter of the vertical steel bars of the horizontal seam connection steel bar cage of the wallboard according to the diameter of the steel bars in the upper wall and the diameter of the steel bars in the lower wall; determining the strength grade of the vertical steel bars of the horizontal seam connection steel reinforcement cage of the wallboard according to the strength grade of the steel bars in the upper wall and the strength grade of the steel bars in the lower wall; determining the spacing width of two lines of vertical steel bars of a horizontal seam connecting reinforcement cage of the wallboard according to the thickness of the cast-in-place seam; or calculating the horizontal clear distance of the cavity in the height range of the vertical steel bar; and determining the interval width of two columns of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage according to the horizontal clear distance of the cavity in the height range of the vertical steel bars.
As shown in fig. 3, a horizontal joint of a certain wall plate is connected with a reinforcement cage and comprises vertical reinforcements 10, transverse reinforcements 20 and horizontal fixed reinforcements 30, and the wall plate connected with the reinforcement cage comprises an upper prefabricated wall, a lower prefabricated wall and cast-in-place joints between the upper prefabricated wall and the lower prefabricated wall. Under the condition that the information of each prefabricated wall component is known, the diameters of the two vertical steel bars 10 are the same as the diameters of the prefabricated wall steel bars on the upper layer and the lower layer in the wall, and the strength grades are also the same; specifically, if the diameters of the steel bars of the upper prefabricated wall and the lower prefabricated wall are the same, the diameter of the steel bar of the upper prefabricated wall or the diameter of the steel bar of the lower prefabricated wall is taken as the diameter of the vertical steel bar 10, and if the diameters of the steel bars of the upper prefabricated wall and the lower prefabricated wall are different, the larger value of the diameter of the steel bar of the upper prefabricated wall and the diameter of the steel bar of the lower prefabricated wall is taken as the diameter of the vertical steel bar 10.
Further, according to the thickness of cast-in-place seam, confirm the interval width of two vertical reinforcing bars of wallboard horizontal joint connection steel reinforcement cage, include: if the cast-in-place joint comprises a single-side wall shell, the interval width of two rows of vertical steel bars of the horizontal joint connecting reinforcement cage of the wallboard is obtained by subtracting the thickness of the single-side wall shell from the thickness of the cast-in-place joint and then subtracting a first preset value; if the cast-in-place joint comprises a double-sided wall shell, the interval width of two lines of vertical steel bars of the horizontal joint connecting reinforcement cage of the wallboard is obtained by subtracting the thickness of the double-sided wall shell from the thickness of the cast-in-place joint and then subtracting a second preset value.
Alternatively, according to the embodiment shown in fig. 3, the spacing width c of two vertical reinforcing bars is determined by the following formula:
when a wall shell is arranged on a single surface, c = cast-in-place seam thickness-prefabricated wall shell thickness-70 mm;
when the wall shell is arranged on the two sides, c = cast-in-place seam thickness-prefabricated wall shell thickness x 2-70mm;
further, according to the clear distance of vertical reinforcement place height range cavity level, confirm the interval width of two vertical reinforcement of wallboard horizontal joint connection steel reinforcement cage, include:
the interval width of two columns of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage is the horizontal clear distance of the cavity minus a third preset value in the height range of the vertical steel bars; when the horizontal clear distances of the cavities in the corresponding areas of the upper-layer wall and the lower-layer wall are different, the smaller value is taken as the horizontal clear distance of the cavities in the height range of the vertical steel bars.
Alternatively, according to the embodiment of fig. 3, c = the clear horizontal distance of the cavity of-6 mm in the longitudinal range of the vertical steel bars, whether it is single-sided or double-sided.
Optionally, the two columns of vertical reinforcing steel bars are straight reinforcing steel bars, or the two columns of vertical reinforcing steel bars are connected in an annular manner.
When two columns of vertical reinforcing steel bars are arranged to be connected in a ring shape, as shown in fig. 4, the radius r of the ring shape is half of the distance c between the two vertical reinforcing steel bars.
Subsequently, in step S230, design parameters of the transverse bars of the wallboard horizontal joint connection reinforcement cage are determined according to the wallboard horizontal joint related member information.
Step S230 specifically includes: determining the height of a transverse steel bar of a horizontal seam connection steel bar cage of the wallboard according to the height of the bottom of the upper wall and the height of the top of the lower wall; and determining the length of the transverse steel bar according to the thickness of the cast-in-place seam.
Further, according to height and lower floor's wall top height at the bottom of the wall of upper strata, confirm the height of the horizontal reinforcing bar of wallboard horizontal joint connection steel reinforcement cage, include:
when detecting that there is the floor between upper wall and the lower floor's wall, the height of the first transverse reinforcement of wallboard horizontal joint connection steel reinforcement cage is highly confirmed according to upper wall bottom, and the height of the second transverse reinforcement of wallboard horizontal joint connection steel reinforcement cage is highly confirmed according to lower floor's wall top. When detecting that no floor slab exists between the upper wall and the lower wall, the height of the only transverse steel bar of the horizontal seam connection steel reinforcement cage of the wallboard is determined according to the wall top height of the lower wall.
Referring to fig. 3, it is detected that there is a floor slab between the upper wall and the lower wall, the height of the first transverse steel bar from top to bottom is a value obtained by adding a preset distance a to the height of the second transverse steel bar, for example, a may be 100mm, the height of the second transverse steel bar is the top elevation of the lower prefabricated wall, the lengths of the first transverse steel bar and the second transverse steel bar may be the same, which is the cast-in-place seam thickness minus a fourth preset value, and the fourth preset value may be 50mm.
Referring to fig. 5, it is detected that there is no floor between the upper wall and the lower wall, the horizontal joint connection reinforcement cage of the wall panel only includes one transverse reinforcement, the height of the transverse reinforcement is the same as the top elevation of the lower prefabricated wall, the length of the transverse reinforcement is the cast-in-place joint thickness minus a fifth preset value, and the fifth preset value may be 50mm.
The strength level of the transverse bars may be selected from design parameters entered by the user.
According to the embodiment of the disclosure, in the process of generating the reinforcement cage, the positioning of the reinforcement in the wall thickness direction is fully considered, the reinforcement cage is avoided from the reinforcement in the wall, and the reinforcement cage is ensured to be inserted into the wall in the construction site.
According to the embodiment of the disclosure, the protruding part of the steel bar cage vertical steel bar for anchoring, namely the length of b segment shown in fig. 3, in the dark column area, b =1.6LaE, and in the non-dark column area, b =1.2LaE is also automatically generated.
Subsequently, in step S240, design parameters of the horizontal fixing bars of the horizontal seam connection reinforcement cage of the wallboard are determined according to the design parameters of the vertical bars and the design parameters of the transverse bars.
Referring to fig. 3, the horizontal fixing bars 30 are used to fix the vertical bars 10 and the lateral bars 20.
Subsequently, in step S250, a model of the wallboard horizontal seam connection reinforcement cage is determined according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements, and the design parameters of the horizontal fixing reinforcements. An example of a design model of a horizontal wall panel slotted reinforcement cage is shown in fig. 6.
The geometric shape and the steel bar specification of the wallboard horizontal joint connection steel bar cage are often related to the information of the connected wall body, and may be different under different conditions, so that different design results may appear under different conditions of the wallboard horizontal joint connection steel bar cage, the workload of manual design is large, and the work efficiency is low. This openly has realized automated design, can unify the design principle, and the standardized design wallboard horizontal joint connects the steel reinforcement cage to can be with the production of model data butt joint mill that designs.
Referring to fig. 7, the present disclosure provides a model generation apparatus for a horizontal seam connecting member of a wallboard, comprising:
the information acquisition unit 710 is used for acquiring information of components related to horizontal seams of the wallboard;
the vertical steel bar determining unit 720 is used for determining the design parameters of the vertical steel bars of the wallboard horizontal joint connection steel reinforcement cage according to the information of the wallboard horizontal joint related components;
the transverse steel bar determining unit 730 is used for determining the design parameters of transverse steel bars of the wallboard horizontal joint connection steel reinforcement cage according to the information of the wallboard horizontal joint related components;
the horizontal fixed steel bar determining unit 740 is configured to determine design parameters of horizontal fixed steel bars of the wallboard horizontal joint connection steel bar cage according to the design parameters of the vertical steel bars and the design parameters of the transverse steel bars;
and the model generation unit 750 is used for determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
The specific definition of the model generation device for the horizontal seam connecting member of the wallboard can be referred to the definition of the model generation method for the horizontal seam connecting member of the wallboard, and the detailed description is omitted here.
It should be understood that the various techniques described herein may be implemented in connection with hardware or software or, alternatively, with a combination of both. Thus, the methods and apparatus of the present disclosure, or certain aspects or portions thereof, may take the form of program code (i.e., instructions) embodied in tangible media, such as floppy diskettes, CD-ROMs, hard drives, or any other machine-readable storage medium, wherein, when the program is loaded into and executed by a machine, such as a computer, the machine becomes an apparatus for practicing the disclosure.
In the case of program code execution on programmable computers, the computing device will generally include a processor, a storage medium readable by the processor (including volatile and non-volatile memory and/or storage elements), at least one input device, and at least one output device. Wherein the memory is configured to store program code; the processor is configured to perform the various methods of the present disclosure according to instructions in the program code stored in the memory.
By way of example, and not limitation, computer readable media may comprise computer storage media and communication media. Computer-readable media includes both computer storage media and communication media. Computer storage media store information such as computer readable instructions, data structures, program modules or other data. Communication media typically embodies computer readable instructions, data structures, program modules or other data in a modulated data signal such as a carrier wave or other transport mechanism and includes any information delivery media. Combinations of any of the above are also included within the scope of computer readable media.
It should be appreciated that in the foregoing description of exemplary embodiments of the disclosure, various features of the disclosure are sometimes grouped together in a single embodiment, figure, or description thereof for the purpose of streamlining the disclosure and aiding in the understanding of one or more of the various disclosed aspects. However, the disclosed method should not be interpreted as reflecting an intention that: that is, the claimed disclosure requires more features than are expressly recited in each claim. Rather, as the following claims reflect, disclosed aspects lie in less than all features of a single foregoing disclosed embodiment. Thus, the claims following the detailed description are hereby expressly incorporated into this detailed description, with each claim standing on its own as a separate embodiment of this disclosure.
Those skilled in the art will appreciate that the modules or units or components of the devices in the examples disclosed herein may be arranged in a device as described in this embodiment or alternatively may be located in one or more devices different from the devices in this example. The modules in the foregoing examples may be combined into one module or may be further divided into multiple sub-modules.
Those skilled in the art will appreciate that the modules in the device in an embodiment may be adaptively changed and disposed in one or more devices different from the embodiment. The modules or units or components of the embodiments may be combined into one module or unit or component, and furthermore they may be divided into a plurality of sub-modules or sub-units or sub-components. All of the features disclosed in this specification (including any accompanying claims, abstract and drawings), and all of the processes or elements of any method or apparatus so disclosed, may be combined in any combination, except combinations where at least some of such features and/or processes or elements are mutually exclusive. Each feature disclosed in this specification (including any accompanying claims, abstract and drawings) may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise.
Moreover, those skilled in the art will appreciate that while some embodiments described herein include some features included in other embodiments, rather than other features, combinations of features of different embodiments are meant to be within the scope of the disclosure and form different embodiments. For example, in the following claims, any of the claimed embodiments may be used in any combination.
Furthermore, some of the described embodiments are described herein as a method or combination of method elements that can be performed by a processor of a computer system or by other means of performing the described functions. A processor with the necessary instructions for carrying out the method or the method elements thus forms a device for carrying out the method or the method elements. Further, the elements of the apparatus embodiments described herein are examples of the following apparatus: the apparatus is for performing functions performed by the elements for the purposes of this disclosure.
As used herein, unless otherwise specified the use of the ordinal adjectives "first", "second", "third", etc., to describe a common object, merely indicate that different instances of like objects are being referred to, and are not intended to imply that the objects so described must be in a given sequence, either temporally, spatially, in ranking, or in any other manner.
While the disclosure has been described with respect to a limited number of embodiments, those skilled in the art, having benefit of this description, will appreciate that other embodiments can be devised which do not depart from the scope of the disclosure as described herein. Moreover, it should be noted that the language used in the specification has been principally selected for readability and instructional purposes, and may not have been selected to delineate or circumscribe the disclosed subject matter. Accordingly, many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the appended claims. The disclosure of the present disclosure is intended to be illustrative, but not limiting, of the scope of the disclosure, which is set forth in the following claims.
Claims (8)
1. A method for generating a model of a horizontal seam connecting component of a wallboard is characterized by comprising the following steps:
acquiring information of components related to horizontal seams of the wallboard;
determining design parameters of vertical steel bars of the wallboard horizontal joint connection steel reinforcement cage according to the information of the wallboard horizontal joint related components;
determining design parameters of transverse steel bars of the wallboard horizontal joint connection steel reinforcement cage according to the information of the wallboard horizontal joint related components;
the information of the components related to the horizontal joint of the wallboard comprises the diameter of a steel bar in an upper wall, the diameter of a steel bar in a lower wall, the thickness of a cast-in-place joint between the upper wall and the lower wall, the top height of the lower wall, the bottom height of the upper wall, the strength grade of the steel bar in the upper wall and the strength grade of the steel bar in the lower wall;
according to the relevant component information of wallboard horizontal joint, confirm the design parameter of the vertical reinforcing bar of wallboard horizontal joint connection steel reinforcement cage, include:
determining the diameter of the vertical steel bar of the horizontal seam connection steel bar cage of the wallboard according to the diameter of the steel bar in the upper wall and the diameter of the steel bar in the lower wall;
determining the strength grade of the vertical steel bars of the horizontal seam connection steel bar cage of the wallboard according to the strength grade of the steel bars in the upper wall and the strength grade of the steel bars in the lower wall;
determining the spacing width of two rows of vertical steel bars of the horizontal seam connecting reinforcement cage of the wallboard according to the thickness of the cast-in-place seam; alternatively, the first and second electrodes may be,
calculating the horizontal clear distance of the cavity in the height range of the vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage; determining the spacing width of two lines of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage according to the horizontal clear distance of the cavity in the height range of the vertical steel bars;
according to the information of the related components of the horizontal joint of the wallboard, determining the design parameters of the transverse steel bars of the horizontal joint connecting reinforcement cage of the wallboard, and comprising the following steps:
when a floor slab is detected between the upper wall and the lower wall, determining the height of a first transverse steel bar of the horizontal seam connection steel reinforcement cage of the wallboard according to the height of the bottom of the upper wall, and determining the height of a second transverse steel bar of the horizontal seam connection steel reinforcement cage of the wallboard according to the height of the top of the lower wall;
when detecting that no floor slab exists between the upper wall and the lower wall, determining the height of the only transverse steel bar of the horizontal seam connection steel bar cage of the wallboard according to the height of the top of the lower wall;
determining the design parameters of the horizontal fixed steel bars of the wallboard horizontal seam connection steel bar cage according to the design parameters of the vertical steel bars and the design parameters of the horizontal steel bars;
and determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
2. The method of claim 1, wherein determining the spacing width between two columns of vertical rebars of the wallboard horizontally-slotted reinforcement cage based on the clear horizontal spacing of the cavities within the height range of the vertical rebars comprises:
the interval width of two rows of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage is the difference of the horizontal clear distance of the cavity in the height range of the vertical steel bars and a first preset value; and when the horizontal clear distances of the cavities in the corresponding areas of the upper-layer wall and the lower-layer wall are different, taking the smaller value as the horizontal clear distance of the cavities in the height range of the vertical steel bars.
3. The method of claim 2, wherein the two columns of vertical reinforcement bars are straight reinforcement bars or wherein there is an annular connection between the two columns of vertical reinforcement bars.
4. The method of claim 1, further comprising:
and when the conflict between the wallboard horizontal joint connection steel reinforcement cage and the steel reinforcement in any wall is detected, the arrangement of the steel reinforcements of the wallboard horizontal joint connection steel reinforcement cage is adjusted.
5. The method of claim 1, wherein the design parameters of the vertical rebars further comprise:
the anchoring length of the vertical steel bar;
the method further comprises the following steps:
and calculating the anchoring length of the vertical steel bar according to a preset formula and the type of the area to which the horizontal seam of the wallboard belongs.
6. A model generation device for a horizontal seam connecting component of a wallboard is characterized by comprising:
the information acquisition unit is used for acquiring information of components related to the horizontal seam of the wallboard;
the vertical steel bar determining unit is used for determining the design parameters of the vertical steel bars of the wallboard horizontal joint connecting steel reinforcement cage according to the information of the wallboard horizontal joint related components; the information of the components related to the horizontal joint of the wallboard comprises the diameter of a steel bar in an upper wall, the diameter of a steel bar in a lower wall, the thickness of a cast-in-place joint between the upper wall and the lower wall, the top height of the lower wall, the bottom height of the upper wall, the strength grade of the steel bar in the upper wall and the strength grade of the steel bar in the lower wall; the method specifically comprises the following steps:
determining the diameter of the vertical steel bar of the horizontal seam connection steel bar cage of the wallboard according to the diameter of the steel bar in the upper wall and the diameter of the steel bar in the lower wall;
determining the strength grade of the vertical steel bars of the horizontal seam connection steel reinforcement cage of the wallboard according to the strength grade of the steel bars in the upper wall and the strength grade of the steel bars in the lower wall;
determining the spacing width of two lines of vertical steel bars of the horizontal joint connecting reinforcement cage of the wallboard according to the thickness of the cast-in-place joint; alternatively, the first and second electrodes may be,
calculating the horizontal clear distance of the cavity in the height range of the vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage; determining the spacing width of two rows of vertical steel bars of the wallboard horizontal seam connection steel reinforcement cage according to the horizontal clear distance of the cavity in the height range of the vertical steel bars;
the transverse steel bar determining unit is used for determining the design parameters of transverse steel bars of the wallboard horizontal joint connecting steel reinforcement cage according to the information of the wallboard horizontal joint related components; the method specifically comprises the following steps:
when a floor slab is detected between the upper wall and the lower wall, determining the height of a first transverse steel bar of the horizontal seam connection steel reinforcement cage of the wallboard according to the height of the bottom of the upper wall, and determining the height of a second transverse steel bar of the horizontal seam connection steel reinforcement cage of the wallboard according to the height of the top of the lower wall;
when detecting that no floor slab exists between the upper wall and the lower wall, determining the height of the only transverse steel bar of the horizontal seam connection steel bar cage of the wallboard according to the height of the top of the lower wall;
the horizontal fixed steel bar determining unit is used for determining the design parameters of the horizontal fixed steel bars of the wallboard horizontal seam connection steel bar cage according to the design parameters of the vertical steel bars and the design parameters of the transverse steel bars;
and the model generation unit is used for determining a model of the wallboard horizontal seam connection reinforcement cage according to the design parameters of the vertical reinforcements, the design parameters of the transverse reinforcements and the design parameters of the horizontal fixed reinforcements.
7. A readable storage medium having executable instructions thereon which, when executed, cause a computer to perform a method of generating a model of a horizontal joint connection of a wallboard as claimed in any one of claims 1 to 5.
8. A computing device, comprising:
one or more processors;
a memory; and
one or more programs, wherein the one or more programs are stored in the memory and configured to be executed by the one or more processors to perform the method of model generation of a wallboard horizontal joint member of any of claims 1-5.
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| CN201911316774.4A CN110955929B (en) | 2019-12-19 | 2019-12-19 | Method and device for generating model of horizontal seam connecting component of wallboard |
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| CN107313517B (en) * | 2017-07-24 | 2023-08-18 | 远大住宅工业（上海）有限公司 | Connecting node for laminated wall and laminated floor slab in middle layer |
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