CN117668970A - Intelligent generation method and device for setting information of prefabricated wall interlayer dowel bars - Google Patents

Intelligent generation method and device for setting information of prefabricated wall interlayer dowel bars Download PDF

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Publication number
CN117668970A
CN117668970A CN202311538688.4A CN202311538688A CN117668970A CN 117668970 A CN117668970 A CN 117668970A CN 202311538688 A CN202311538688 A CN 202311538688A CN 117668970 A CN117668970 A CN 117668970A
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China
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interlayer
dowel
wall
bars
information
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殷科
孙海宾
严事鸿
田龙
唐修国
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Sany Construction Technology Co Ltd
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Sany Construction Technology Co Ltd
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Abstract

The invention provides an intelligent generation method and device for setting information of a prefabricated wall interlayer dowel bar, and belongs to the technical field of building design. The method comprises the following steps: determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers; determining setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar, and determining preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel; and adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information. The method has the advantages that the efficiency of generating the target setting information of the interlayer dowel bars is high, the accuracy of the generated target setting information is high, and the labor cost and the production cost are saved.

Description

Intelligent generation method and device for setting information of prefabricated wall interlayer dowel bars
Technical Field
The invention relates to the technical field of building design, in particular to an intelligent generation method and device for setting information of a prefabricated wall interlayer dowel bar.
Background
In the three-dimensional design process of the assembled wall body, prefabricated wall boards among different floors are required to be connected through dowel bars, and due to the complexity of corresponding relations of different interlayer walls, the arrangement of the interlayer dowel bars is complicated due to factors such as the diversity of reinforcement avoidance elements (various embedded parts, wall body reinforcements, holes and the like).
The existing deepened design software only focuses on the design of the prefabricated wall components in the design process, and the parts of the adjacent interlayer dowel bars are still manually determined, arranged and adjusted in the later period.
Above-mentioned mode inefficiency and later stage that the manual work was confirmed the dowel position need carry out a large amount of manual checks, and the human cost is high to the mode that the manual work was confirmed the dowel position is makeed mistakes easily, can cause prefabricated wall body to rework the condition, and then has improved manufacturing cost.
Disclosure of Invention
The invention provides an intelligent generation method and device for setting information of a prefabricated wall interlayer dowel bar, which are used for solving the defects of low efficiency of manually determining the position of the dowel bar and high labor cost and production cost caused by easy mistakes in the prior art.
The invention provides an intelligent generation method of setting information of a prefabricated wall interlayer dowel bar, which comprises the following steps:
determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers;
determining setting parameter information of the interlayer dowel bars based on the setting parameter information of the vertical rebars, and determining preliminary setting information of the interlayer dowel bars based on the setting parameter information of the interlayer dowel bars;
and adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
According to the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bars, the anti-collision targets comprise wall steel bars;
the adjusting the preliminary setting information of the interlayer dowel based on the position information of the anti-collision target in the wall body connected with each other between the layers comprises the following steps:
acquiring coordinate information of all wall steel bars in the wall body connected with each other between the layers, and respectively determining collision intervals of all the wall steel bars based on the coordinate information of all the wall steel bars;
and under the condition that the collision between the interlayer dowel bars and the wall steel bars is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of each wall steel bar, the preliminary setting information of the interlayer dowel bars is uniformly adjusted so that the interlayer dowel bars and each wall steel bar are not collided.
According to the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bars, the anti-collision targets comprise wall embedded parts and/or wall openings;
the adjusting the preliminary setting information of the interlayer dowel based on the position information of the anti-collision target in the wall body connected with each other between the layers comprises the following steps:
acquiring coordinate information of each wall embedded part and/or each wall hole in the wall bodies connected with each other between the layers, and respectively determining a collision interval of each wall embedded part and/or a collision interval of each wall hole based on the coordinate information of each wall embedded part and/or each wall hole;
and under the condition that the interlayer dowel collides with the wall embedded part and/or the wall opening is determined based on the preliminary setting information of the interlayer dowel and the collision interval of each wall embedded part and/or the collision interval of each wall opening, the preliminary setting information of the interlayer dowel which generates the collision is adjusted so that the interlayer dowel does not collide with each wall embedded part and/or each wall opening.
According to the intelligent generation method of the setting information of the interlayer dowel bars of the prefabricated wall body, the setting parameter information of the vertical steel bars comprises the distance between the vertical steel bars, the diameter of the vertical steel bars and the strength grade of the vertical steel bars, and the setting parameter information of the interlayer dowel bars comprises the distance between the interlayer dowel bars, the diameter of the interlayer dowel bars, the strength grade of the interlayer dowel bars and the embedding length of the interlayer dowel bars;
The method for determining the setting parameter information of the interlayer dowel based on the setting parameter information of the vertical reinforcement comprises the following steps:
determining the minimum spacing of the vertical steel bars as the spacing of the interlayer dowel bars;
determining the diameter of the vertical steel bar with the maximum diameter as the diameter of the interlayer dowel bar;
determining the strength grade of the interlayer dowel bar according to the strength grade of the vertical reinforcement bar with the maximum strength grade;
and determining the embedding length of the interlayer dowel based on the strength grade of the interlayer dowel.
According to the intelligent generation method of the setting information of the interlayer dowel bar of the prefabricated wall body, the embedding length of the interlayer dowel bar is determined based on the strength grade of the interlayer dowel bar, and the intelligent generation method comprises the following steps:
determining the anti-seismic anchoring length of the interlayer dowel bars based on the strength grade of the interlayer dowel bars, the strength grade of the concrete poured in the cast-in-place area of the prefabricated wall body and the target anti-seismic grade;
and determining the embedding length of the interlayer dowel based on the anti-seismic anchoring length of the interlayer dowel.
According to the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar provided by the invention, the method further comprises the following steps:
and generating an interlayer dowel diagram based on the target setting information, wherein the interlayer dowel diagram comprises position information and specification information of the interlayer dowel.
According to the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar provided by the invention, the method further comprises the following steps:
and generating an interlayer dowel bar statistical table based on the target setting information, wherein the interlayer dowel bar statistical table comprises the consumption and specification information of the interlayer dowel bars.
The invention also provides an intelligent generation device of the setting information of the prefabricated wall interlayer dowel bar, which comprises the following steps:
the first determining module is used for determining the wall bodies connected with each other between the layers and determining the setting parameter information of the vertical steel bars in the wall bodies connected with each other between the layers;
the second determining module is used for determining the setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar and determining the preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel;
and the adjusting module is used for adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
The invention also provides electronic equipment, which comprises a memory, a processor and a computer program stored on the memory and capable of running on the processor, wherein the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar is realized when the processor executes the program.
The invention also provides a non-transitory computer readable storage medium, on which a computer program is stored, which when executed by a processor implements an intelligent generation method of setting information of the prefabricated wall interlayer dowel as described above.
The invention also provides a computer program product, which comprises a computer program, wherein the computer program realizes the intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar when being executed by a processor.
According to the intelligent generation method and device for the setting information of the interlayer dowel bars of the prefabricated wall, the setting parameter information of the interlayer dowel bars is determined through the setting parameter information of the vertical steel bars in the wall which are connected with each other between the layers, then the preliminary setting information of the interlayer dowel bars is determined based on the setting parameter information of the interlayer dowel bars, and then the preliminary setting information of the interlayer dowel bars is adjusted according to the position information of the anti-collision target in the wall, so that the interlayer dowel bars cannot collide with the anti-collision target, the interlayer dowel bar target setting information is obtained, the generation efficiency of the interlayer dowel bar setting information is improved, the accuracy of the generated target setting information is high, further, a large amount of subsequent check is not needed, the reworking condition of the prefabricated wall in the later period is improved, and labor cost and production cost are saved.
Drawings
In order to more clearly illustrate the invention or the technical solutions of the prior art, the following description will briefly explain the drawings used in the embodiments or the description of the prior art, and it is obvious that the drawings in the following description are some embodiments of the invention, and other drawings can be obtained according to the drawings without inventive effort for a person skilled in the art.
Fig. 1 is a flow chart of an intelligent generation method of setting information of a prefabricated wall interlayer dowel provided by an embodiment of the invention;
FIG. 2 is a schematic perspective view of a prefabricated wall according to an embodiment of the present invention;
FIG. 3 is a schematic top view of a prefabricated wall according to an embodiment of the present invention;
fig. 4 is a schematic perspective view of a reinforcement structure in a prefabricated wall according to an embodiment of the present invention;
FIG. 5 is a schematic top view of a preliminary arrangement of interlayer dowel bars provided by an embodiment of the present invention;
FIG. 6 is one of schematic cross-sectional views of a preliminary arrangement of interlayer dowel bars provided by an embodiment of the present invention;
FIG. 7 is a second schematic cross-sectional view of an exemplary embodiment of an interlayer dowel provided in the present invention;
fig. 8 is a schematic diagram of an interlayer reinforcing steel bar according to an embodiment of the present invention;
Fig. 9 is a second schematic diagram of an interlayer reinforcing steel bar according to an embodiment of the present invention;
fig. 10 is a third schematic view of an interlayer reinforcing steel bar according to an embodiment of the present invention;
fig. 11 is a schematic diagram of an arrangement of an interlayer steel bar after adjustment according to an embodiment of the present invention;
FIG. 12 is a schematic structural diagram of an intelligent generating device for setting information of a prefabricated wall interlayer dowel provided by an embodiment of the invention;
fig. 13 is a schematic structural diagram of an electronic device according to an embodiment of the present invention.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings, and it is apparent that the described embodiments are some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the prior art, the existing deepened design software only focuses on the design of the prefabricated wall parts in the design process, namely, only the prefabricated wall parts can be designed. The method for manually determining the positions of the dowel bars and arranging and adjusting the dowel bars between the prefabricated walls of the adjacent layers is adopted. However, this method of determining the positions of the tie bars is inefficient, and requires a large amount of manual verification at a later stage, resulting in high labor costs. Furthermore, the mode of manually determining the positions of the dowel bars is easy to error, and the prefabricated wall reworking condition can be caused after the error occurs, so that the production cost can be increased.
In view of the foregoing problems, an embodiment of the present invention provides an intelligent generation method of setting information of a prefabricated wall interlayer dowel, and fig. 1 is a flow chart of the intelligent generation method of setting information of a prefabricated wall interlayer dowel, as shown in fig. 1, where the intelligent generation method of setting information of a prefabricated wall interlayer dowel includes:
and 101, determining the wall bodies connected with each other between the layers, and determining the setting parameter information of the vertical steel bars in the wall bodies connected with each other between the layers.
Specifically, all wall components of adjacent floors are traversed, coordinate information of each wall component in a global coordinate system is obtained, and the wall components which are connected with each other among layers, namely the wall bodies which are connected with each other among layers, are determined through an bubbling sequencing algorithm. Fig. 2 is a schematic perspective view of a prefabricated wall according to an embodiment of the present invention, and fig. 3 is a schematic top view of the prefabricated wall according to the embodiment of the present invention. As shown in fig. 2 and 3, in the case where the coordinate information of the two wall bodies on the XY plane is the same and the coordinate difference in the Z axis direction is the same as the layer height in the global coordinate system, the two wall bodies are considered to be the wall bodies connected to each other between the layers, wherein the prefabricated wall body is a cavity.
After the inter-layer interconnected walls are determined, setting parameter information of vertical steel bars in the inter-layer interconnected walls needs to be determined. Fig. 4 is a schematic perspective view of a reinforcement structure in a prefabricated wall according to an embodiment of the present invention, as shown in fig. 4, the reinforcement disposed along the arrow direction, that is, the reinforcement disposed along the storey extension method is a vertical reinforcement. The wall body of interlayer interconnect includes upper wall body and lower wall body, and the setting parameter information of vertical reinforcing bar in the wall body of interlayer interconnect includes the setting parameter information of vertical reinforcing bar in the upper wall body and the setting parameter information of vertical reinforcing bar in the lower wall body.
And 102, determining setting parameter information of the interlayer dowel bars based on the setting parameter information of the vertical rebars, and determining preliminary setting information of the interlayer dowel bars based on the setting parameter information of the interlayer dowel bars.
Specifically, the setting parameter information of the vertical steel bar may be obtained from a database, after the setting parameter information of the vertical steel bar is determined, the setting parameter information of the interlayer steel bar may be determined according to the setting parameter information of the vertical steel bar, for example, the adjacent interval of the interlayer steel bar and the specification information of the interlayer steel bar, and the specification information of the interlayer steel bar may include the diameter, the type, the strength and the like of the interlayer steel bar, and of course, may also include other information.
After the setting parameter information of the interlayer dowel bars is determined, the preliminary setting information of the interlayer dowel bars is determined, and the preliminary setting information is used for preliminarily determining the positions of the interlayer dowel bars on the wall body. Fig. 5 is a schematic top view of preliminary arrangement of interlayer dowel bars according to an embodiment of the present invention, as shown in fig. 5, taking a group of upper wall bodies and lower wall bodies that are connected to each other between layers as an example, taking one end in top view of the lower wall body as a starting end, reserving a first preset distance at the starting end, starting to perform lacing wire arrangement of the interlayer dowel bars after reserving the first preset distance, and uniformly arranging the interlayer dowel bars according to the interval between the interlayer dowel bars in the determined setting parameter information to obtain preliminary setting information of the interlayer dowel bars, where the first preset distance may be, for example, 30 mm or 50 mm, etc., and is not limited specifically herein.
In one embodiment, the setting parameter information of the vertical steel bars comprises the interval of the vertical steel bars, the diameter of the vertical steel bars and the strength grade of the vertical steel bars, and the setting parameter information of the interlayer steel bars comprises the interval of the interlayer steel bars, the diameter of the interlayer steel bars, the strength grade of the interlayer steel bars and the embedding length of the interlayer steel bars;
setting parameter information of the interlayer dowel bar is determined based on the setting parameter information of the vertical reinforcement bar, and the method comprises the following steps:
Determining the minimum spacing of the vertical steel bars as the spacing of the interlayer dowel bars;
determining the diameter of the vertical steel bar with the maximum diameter as the diameter of the interlayer dowel bar;
determining the intensity level of the interlayer dowel bar according to the intensity level of the vertical reinforcement bar with the maximum intensity level;
the embedding length of the interlayer dowel bar is determined based on the strength grade of the interlayer dowel bar.
Specifically, the setting parameter information of the vertical steel bars may include a distance of the vertical steel bars, a diameter of the vertical steel bars, and a strength level of the vertical steel bars, and the setting parameter of the interlayer steel bars may include a distance of the interlayer steel bars, a diameter of the interlayer steel bars, a strength level of the interlayer steel bars, and an embedding length of the interlayer steel bars.
The method for determining the setting parameter information of the interlayer dowel based on the setting parameter information of the vertical reinforcement comprises the following steps: and determining the spacing of the vertical reinforcements in the upper wall body and the lower wall body which are connected with each other, wherein the spacing of the vertical reinforcements in the upper wall body and the lower wall body can be identical or not identical, and the spacing of the vertical reinforcements in the same wall body can be identical or not identical, so that the minimum spacing of the vertical reinforcements is determined, and the minimum spacing is determined as the spacing of the interlayer dowel bars. Further, the diameters and the strength grades of the vertical bars adopted in the upper wall body and the lower wall body may be identical or not identical, and under the condition that the diameters of the vertical bars with the largest diameters are determined as the diameters of the interlayer dowel bars, and the strength grade of the vertical bars with the largest strength grade is determined as the strength grade of the interlayer dowel bars. It will be appreciated that the embedded length of the interlayer dowel is related to the strength level of the interlayer dowel, and under the same conditions, the higher the strength level of the interlayer dowel, the shorter the embedded length of the corresponding interlayer dowel, so that after the strength level of the interlayer dowel is determined, the embedded length of the interlayer dowel can be determined based on the strength level of the interlayer dowel.
According to the intelligent generation method of the setting information of the interlayer dowel bars of the prefabricated wall body, the setting parameter information of the interlayer dowel bars can be determined rapidly through the setting parameter information of the vertical rebars in the upper wall body and the lower wall body which are connected with each other, and the intelligent generation efficiency of the interlayer dowel bars is improved.
In one embodiment, determining the embedded length of the interlayer dowel based on the strength grade of the interlayer dowel includes:
determining the earthquake-resistant anchoring length of the interlayer dowel bars based on the strength grade of the interlayer dowel bars, the strength grade of the concrete poured in the cast-in-place area of the prefabricated wall body and the target earthquake-resistant grade;
and determining the embedding length of the interlayer dowel based on the anti-seismic anchoring length of the interlayer dowel.
It will be appreciated that the length of the embedment of the inter-layer dowel bars is related to the strength grade of the inter-layer dowel bars, as well as the strength grade of the concrete poured in the cast-in-place area of the prefabricated wall and the target earthquake-resistant grade that the prefabricated wall is required to achieve. For example, the anchoring length of the interlayer dowel bars can be determined by querying a laE (anti-seismic anchoring length) calculation table of the tension bars in the national standard based on the strength grade of the interlayer dowel bars, the strength grade of the concrete poured in the cast-in-place area of the prefabricated wall body, and the target anti-seismic grade to be reached by the prefabricated wall body. Wherein, laE calculation table of the tension steel bars in national standard is shown in the following table:
Table 1 calculation table of laE (anti-seismic anchoring length) of tension bar in national standard
In table 1, the concrete strength grade indicates the strength grade of concrete, and when the strength grade of the interlayer dowel bar is HPB400 and the strength grade of the concrete is C25 and the target anti-grade is four, the corresponding interlayer dowel bar laE is 35d (d indicates the diameter of the reinforcing bar).
After laE of the interlayer dowel is determined, the anchoring length of the interlayer dowel may be determined based on laE. Fig. 6 is one of schematic cross-sections of preliminary arrangements of interlayer dowel bars according to an embodiment of the present invention, as shown in fig. 6, in order to further improve stability, after determining laE of the interlayer dowel bars, laE may be reinforced by a reinforcing coefficient, for example, the reinforcing coefficient may be 1.2, that is, the finally determined embedding length of the interlayer dowel bars may be 1.2laE, which is not specifically limited herein. Further, when the interlayer dowel adopts the epoxy resin coated steel bar, or when the interlayer steel bar can receive disturbance in construction (such as when the interlayer dowel adopts a sliding mode construction), the laE of the interlayer dowel needs to be further corrected by adopting a correction coefficient, and by way of example, when the interlayer dowel adopts the epoxy resin coated steel bar, the correction coefficient can be 1.25, when the interlayer steel bar can receive disturbance in construction, the correction coefficient can be 1.1, for example, when the interlayer dowel adopts the epoxy resin coated steel bar and can receive disturbance in construction, the embedding length of the interlayer dowel is determined to be 1.25×1.1×1.2laE.
And 103, adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
Specifically, fig. 7 is a second schematic cross-sectional view of preliminary setting of interlayer dowel bars according to an embodiment of the present invention, as shown in fig. 7, there are some anti-collision targets in the wall body connected to each other between the layers, such as embedded parts, wall steel bars, wall openings, etc., and when preliminary setting is performed on the interlayer dowel bars based on preliminary setting information, there may be a case where the interlayer dowel bars collide with the anti-collision targets. The interlayer dowel bars need to be set by avoiding the anti-collision targets, so that preliminary setting information of the interlayer dowel bars needs to be adjusted according to the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information of the interlayer dowel bars.
In one embodiment, the anti-collision target comprises a wall rebar;
preliminary setting information of the interlayer dowel bar is adjusted based on the position information of the anti-collision target in the wall body connected with each other between the layers, and the method comprises the following steps:
acquiring coordinate information of all wall steel bars in the wall body which are connected with each other in layers, and respectively determining collision intervals of all wall steel bars based on the coordinate information of all wall steel bars;
Under the condition that the collision between the interlayer dowel bars and the wall steel bars is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of the wall steel bars, the preliminary setting information of the interlayer dowel bars is uniformly adjusted so that the interlayer dowel bars and the wall steel bars do not collide.
Specifically, the wall body reinforcing steel bars can comprise vertical reinforcing steel bars, transverse reinforcing steel bars, lacing wires and the like. Under the condition that the anti-collision target comprises wall steel bars, the method for adjusting the preliminary position information of the interlayer dowel bars according to the position information of the wall steel bars comprises the following steps: coordinate information of all wall steel bars in the wall bodies connected with each other among the layers is acquired, and a collision zone of all the wall steel bars can be determined based on the coordinate information of all the wall steel bars. According to the setting parameter information and the preliminary setting information of the interlayer dowel bars, the coordinate information of the interlayer dowel bars can be determined, the coordinate information of the interlayer dowel bars and the collision interval of the wall body reinforcing bars are subjected to coordinate inspection, if the intersection exists between the interlayer dowel bars and the collision interval of the wall body reinforcing bars, the interlayer dowel bars are considered to collide with the wall body reinforcing bars, and if the intersection does not exist between the interlayer dowel bars and the collision interval of the wall body reinforcing bars, the interlayer dowel bars are considered to not collide with the wall body reinforcing bars. Because the wall body reinforcing bar is comparatively even latticed generally, if can produce the collision, then all or most interlaminar joint bars can all produce the collision with the wall body reinforcing bar generally, therefore under the collision interval of interlaminar joint bars and wall body reinforcing bar had the intersection condition, can carry out unified adjustment to the preliminary setting information of all interlaminar joint bars to make all interlaminar joint bars all not collide with the wall body reinforcing bar.
For example, fig. 8 is one of schematic diagrams for adjusting an interlayer steel bar according to the embodiment of the present invention, as shown in fig. 8, an intersection exists between an interlayer dowel bar and a collision zone of a tie bar, so that the interlayer dowel bar collides with the tie bar, and all interlayer dowel bars may be moved rightward by a second preset distance, so that the interlayer dowel bar avoids the collision zone of the tie bar, where the second preset distance may be, for example, 20 mm.
In one embodiment, the anti-collision target comprises a wall burial and/or a wall opening;
preliminary setting information of the interlayer dowel bar is adjusted based on the position information of the anti-collision target in the wall body connected with each other between the layers, and the method comprises the following steps:
acquiring coordinate information of each wall embedded part and/or each wall hole in the wall body which are connected with each other between layers, and respectively determining a collision interval of each wall embedded part and/or a collision interval of each wall hole based on the coordinate information of each wall embedded part and/or each wall hole;
and under the condition that the collision between the interlayer dowel bars and the wall embedded parts and/or the wall openings is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of the wall embedded parts and/or the collision interval of the wall openings, the preliminary setting information of the interlayer dowel bars which generate the collision is adjusted so that the interlayer dowel bars do not collide with the wall embedded parts and/or the wall openings.
Specifically, when the anti-collision target includes a wall embedded part and/or a wall opening, the method for adjusting the preliminary position information of the interlayer dowel according to the position information of each wall embedded part and/or each wall opening includes: coordinate information of each wall embedded part and/or each wall opening in the wall body which are connected with each other in an interlayer mode is obtained, and collision intervals of each wall embedded part and/or each wall opening can be determined respectively based on the coordinate information of each wall embedded part and/or each wall opening. According to the setting parameter information and the preliminary setting information of the interlayer dowel bars, the coordinate information of the interlayer dowel bars can be determined, the coordinate information of the interlayer dowel bars and the collision intervals of all wall body embedded parts and/or all wall body holes are subjected to coordinate inspection, if an intersection exists between the interlayer dowel bars and the collision intervals of the wall body embedded parts and/or the wall body holes, the interlayer dowel bars are considered to collide with the wall body embedded parts and/or the wall body holes, and if no intersection exists between all the interlayer dowel bars and the collision intervals of all the wall body embedded parts and/or the wall body holes, the interlayer dowel bars are considered to not collide with the wall body embedded parts and/or the wall body holes. Under the condition that an intersection exists between the interlayer dowel and the wall embedded part and/or the wall opening, determining the interlayer dowel which collides with the wall embedded part and/or the wall opening, and adjusting preliminary setting parameters of the collided interlayer dowel so that the collided interlayer dowel does not collide with the wall embedded part and/or the wall opening.
Fig. 9 is a schematic diagram of adjusting an interlayer steel bar according to the second embodiment of the present invention, and as shown in fig. 9, when the interlayer steel bar collides with a wall embedded part, the interlayer steel bar needs to be adjusted to the edge position of the wall embedded part. The method comprises the steps of firstly determining a coordinate x of a central point of a wall embedded part in a first direction and a width w of the wall embedded part in the first direction, wherein the first direction is an arrangement direction of interlayer dowel bars. After the coordinate x and the width w of the wall embedded part are determined, initial setting information of the interlayer dowel is adjusted based on the coordinate x and the width w, for example, the coordinate of the adjusted interlayer dowel in the first direction is x+0.5w+r or x- (0.5w+r), wherein r is the radius of the interlayer dowel. When the wall embedded part is close to the left wall edge in the first direction, the coordinate of the adjusted interlayer dowel bar in the first direction is x+0.5w+r; when the wall embedded part is close to the edge of the right wall body in the first direction, the coordinate of the adjusted interlayer dowel bar in the first direction is x- (0.5w+r); when the wall embedded part is not close to the left wall edge or the right wall edge in the first direction, the coordinates of the adjusted interlayer dowel bars in the first direction are x+0.5w+r or x- (0.5w+r).
Fig. 10 is a third schematic diagram of adjusting an interlayer reinforcement according to an embodiment of the present invention, and as shown in fig. 10, when an interlayer dowel collides with a wall hole, the interlayer dowel needs to be adjusted to an edge position of the wall hole. Specifically, the coordinate x of the central point of the wall opening in the first direction is firstly determined 0 Width w of wall opening in first direction 0 The first direction is the arrangement direction of the interlayer dowel bars. In determining the good coordinate x 0 Width w of wall opening 0 Then based on the coordinate x 0 And width w 0 Adjusting initial setting information of the interlayer dowel, e.g. the coordinate of the adjusted interlayer dowel in the first direction is x 0 +0.5w 0 +r or x 0 -(0.5w 0 +r), where r is the radius of the interlayer dowel. When the wall opening is close to the left wall edge in the first direction, the coordinate of the adjusted interlayer dowel bar in the first direction is x 0 +0.5w 0 +r; when the wall opening is close to the edge of the right wall body in the first direction, the coordinate of the adjusted interlayer dowel bar in the first direction is x 0 -(0.5w 0 +r); when the wall opening is not close to the left wall edge or the right wall edge in the first direction, the coordinate of the adjusted interlayer dowel bar in the first direction is x 0 +0.5w 0 +r or x 0 -(0.5w 0 +r)。
Fig. 11 is a schematic layout diagram of an interlayer steel bar after adjustment, as shown in fig. 11, in which the interlayer steel bar after adjustment avoids wall steel bars, wall embedded parts and wall openings.
According to the intelligent generation method of the setting information of the interlayer dowel bars of the prefabricated wall body, the setting parameter information of the interlayer dowel bars is determined through the setting parameter information of the vertical rebars in the wall body which are connected with each other through the interlayer, then the preliminary setting information of the interlayer dowel bars is determined based on the setting parameter information of the interlayer dowel bars, and then the preliminary setting information of the interlayer dowel bars is adjusted according to the position information of the anti-collision target in the wall body, so that the interlayer dowel bars cannot collide with the anti-collision target, the interlayer dowel bar target setting information is obtained, the generation efficiency of the interlayer dowel bar setting information is improved, the accuracy of the generated target setting information is high, further, a large amount of subsequent check is not needed, the reworking condition of the prefabricated wall body in the later period is improved, and labor cost and production cost are saved.
In one embodiment, the method further comprises:
and generating an interlayer dowel diagram based on the target setting information, wherein the interlayer dowel diagram comprises position information and specification information of the interlayer dowel.
Specifically, based on the adjusted target setting information, an interlayer dowel bar image may be generated, where the interlayer dowel bar image is generally a top view of a wall body connected between layers, so that a profile of the concrete leaf board and the interlayer dowel bar may be displayed, and the interlayer dowel bar image further includes labeling information of the interlayer dowel bar, where the labeling information may include information such as target setting information, weight, length, and specification, and the embodiment of the present application is not limited specifically herein.
According to the intelligent generation method of the setting information of the interlayer dowel bars of the prefabricated wall body, the setting condition of the interlayer dowel bars can be visually checked through the generated interlayer dowel bar diagram.
In one embodiment, the method further comprises:
and generating an interlayer dowel bar statistical table based on the target setting information, wherein the interlayer dowel bar statistical table comprises the consumption and specification information of the interlayer dowel bars.
Specifically, based on the adjusted target setting information, an interlayer dowel bar statistical table can be generated, wherein the statistical table comprises the consumption and specification information of interlayer dowel bars.
According to the intelligent generation method of the setting information of the interlayer dowel bars of the prefabricated wall body, the interlayer dowel bar statistical table can be automatically generated, the statistics is not needed manually, the labor cost is saved, and the statistical accuracy is high.
The following describes the intelligent generating device for setting information of the prefabricated wall interlayer dowel provided by the invention, and the intelligent generating device for setting information of the prefabricated wall interlayer dowel described below and the intelligent generating method for setting information of the prefabricated wall interlayer dowel described above can be referred to correspondingly.
Fig. 12 is a schematic structural diagram of an intelligent generating apparatus for setting information of a prefabricated wall interlayer dowel, and as shown in fig. 12, the intelligent generating apparatus 1200 for setting information of a prefabricated wall interlayer dowel includes: a first determination module 1201, a second determination module 1202, and an adjustment module 1203.
The first determining module 1201 is configured to determine walls connected to each other between layers, and determine setting parameter information of vertical steel bars in the walls connected to each other between layers; a second determining module 1202, configured to determine setting parameter information of the interlayer dowel based on the setting parameter information of the vertical rebar, and determine preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel; the adjustment module 1203 is configured to adjust the preliminary setting information of the interlayer dowel based on the position information of the anti-collision target in the wall body connected with each other between the layers, and generate target setting information.
According to the intelligent generation device for the setting information of the interlayer dowel bars of the prefabricated wall body, the setting parameter information of the interlayer dowel bars is determined through the setting parameter information of the vertical rebars in the wall body which are connected with each other through the interlayer, then the preliminary setting information of the interlayer dowel bars is determined based on the setting parameter information of the interlayer dowel bars, and then the preliminary setting information of the interlayer dowel bars is adjusted according to the position information of the anti-collision target in the wall body, so that the interlayer dowel bars cannot collide with the anti-collision target, the interlayer dowel bar target setting information is obtained, the generation efficiency of the interlayer dowel bar setting information is improved, the accuracy of the generated target setting information is high, further, a large amount of subsequent check is not needed, the reworking condition of the prefabricated wall body in the later period is improved, and labor cost and production cost are saved.
In one embodiment, the anti-collision target comprises a wall rebar;
the adjustment module 1203 is specifically configured to:
acquiring coordinate information of all wall steel bars in the wall body which are connected with each other in layers, and respectively determining collision intervals of all wall steel bars based on the coordinate information of all wall steel bars;
under the condition that the collision between the interlayer dowel bars and the wall steel bars is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of the wall steel bars, the preliminary setting information of the interlayer dowel bars is uniformly adjusted so that the interlayer dowel bars and the wall steel bars do not collide.
In one embodiment, the anti-collision target comprises a wall burial and/or a wall opening;
the adjustment module 1203 is specifically configured to:
acquiring coordinate information of each wall embedded part and/or each wall hole in the wall body which are connected with each other between layers, and respectively determining a collision interval of each wall embedded part and/or a collision interval of each wall hole based on the coordinate information of each wall embedded part and/or each wall hole;
and under the condition that the collision between the interlayer dowel bars and the wall embedded parts and/or the wall openings is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of the wall embedded parts and/or the collision interval of the wall openings, the preliminary setting information of the interlayer dowel bars which generate the collision is adjusted so that the interlayer dowel bars do not collide with the wall embedded parts and/or the wall openings.
In one embodiment, the setting parameter information of the vertical steel bars comprises the interval of the vertical steel bars, the diameter of the vertical steel bars and the strength grade of the vertical steel bars, and the setting parameter information of the interlayer steel bars comprises the interval of the interlayer steel bars, the diameter of the interlayer steel bars, the strength grade of the interlayer steel bars and the embedding length of the interlayer steel bars;
the second determining module 1202 is specifically configured to:
determining the minimum spacing of the vertical steel bars as the spacing of the interlayer dowel bars;
determining the diameter of the vertical steel bar with the maximum diameter as the diameter of the interlayer dowel bar;
determining the intensity level of the interlayer dowel bar according to the intensity level of the vertical reinforcement bar with the maximum intensity level;
the embedding length of the interlayer dowel bar is determined based on the strength grade of the interlayer dowel bar.
In one embodiment, the second determining module 1202 is specifically further configured to:
determining the anti-seismic anchoring length of the interlayer dowel bars based on the strength grade of the interlayer dowel bars, the strength grade of the concrete poured in the cast-in-place area of the prefabricated cavity wall body and the target anti-seismic grade;
and determining the embedding length of the interlayer dowel based on the anti-seismic anchoring length of the interlayer dowel.
In one embodiment, the apparatus further comprises a first generating module, the first generating module being specifically configured to:
And generating an interlayer dowel diagram based on the target setting information, wherein the interlayer dowel diagram comprises position information and specification information of the interlayer dowel.
In one embodiment, the apparatus further comprises a second generating module, the second generating module being specifically configured to:
and generating an interlayer dowel bar statistical table based on the target setting information, wherein the interlayer dowel bar statistical table comprises the consumption and specification information of the interlayer dowel bars.
Fig. 13 illustrates a physical structure diagram of an electronic device, as shown in fig. 13, which may include: processor 1310, communication interface (Communications Interface) 1320, memory 1330 and communication bus 1340, wherein processor 1310, communication interface 1320, memory 1330 communicate with each other via communication bus 1340. Processor 1310 may call logic instructions in memory 1330 to perform a method for intelligently generating setting information for a prefabricated wall interlayer dowel, the method comprising:
determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers;
determining setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar, and determining preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel;
And adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
Further, the logic instructions in the memory 1330 can be implemented in the form of software functional units and can be stored in a computer readable storage medium when sold or used as a stand alone product. Based on this understanding, the technical solution of the present invention may be embodied essentially or in a part contributing to the prior art or in a part of the technical solution, in the form of a software product stored in a storage medium, comprising several instructions for causing a computer device (which may be a personal computer, a server, a network device, etc.) to perform all or part of the steps of the method according to the embodiments of the present invention. And the aforementioned storage medium includes: a U-disk, a removable hard disk, a Read-Only Memory (ROM), a random access Memory (RAM, random Access Memory), a magnetic disk, or an optical disk, or other various media capable of storing program codes.
In another aspect, the present invention also provides a computer program product, where the computer program product includes a computer program, where the computer program can be stored on a non-transitory computer readable storage medium, and when the computer program is executed by a processor, the computer can perform a method for intelligently generating setting information of a prefabricated wall interlayer dowel provided by the above methods, where the method includes:
Determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers;
determining setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar, and determining preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel;
and adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
In still another aspect, the present invention further provides a non-transitory computer readable storage medium having stored thereon a computer program, which when executed by a processor, is implemented to perform the method for intelligently generating setting information of a prefabricated wall interlayer dowel provided by the above methods, the method comprising:
determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers;
determining setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar, and determining preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel;
and adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
The apparatus embodiments described above are merely illustrative, wherein the elements illustrated as separate elements may or may not be physically separate, and the elements shown as elements may or may not be physical elements, may be located in one place, or may be distributed over a plurality of network elements. Some or all of the modules may be selected according to actual needs to achieve the purpose of the solution of this embodiment. Those of ordinary skill in the art will understand and implement the present invention without undue burden.
From the above description of the embodiments, it will be apparent to those skilled in the art that the embodiments may be implemented by means of software plus necessary general hardware platforms, or of course may be implemented by means of hardware. Based on this understanding, the foregoing technical solution may be embodied essentially or in a part contributing to the prior art in the form of a software product, which may be stored in a computer readable storage medium, such as ROM/RAM, a magnetic disk, an optical disk, etc., including several instructions for causing a computer device (which may be a personal computer, a server, or a network device, etc.) to execute the method described in the respective embodiments or some parts of the embodiments.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present invention, and are not limiting; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present invention.

Claims (10)

1. An intelligent generation method of setting information of a prefabricated wall interlayer dowel bar is characterized by comprising the following steps:
determining wall bodies connected with each other between layers, and determining setting parameter information of vertical steel bars in the wall bodies connected with each other between layers;
determining setting parameter information of the interlayer dowel bars based on the setting parameter information of the vertical rebars, and determining preliminary setting information of the interlayer dowel bars based on the setting parameter information of the interlayer dowel bars;
and adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
2. The intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar according to claim 1, wherein the anti-collision target comprises a wall steel bar;
The adjusting the preliminary setting information of the interlayer dowel based on the position information of the anti-collision target in the wall body connected with each other between the layers comprises the following steps:
acquiring coordinate information of all wall steel bars in the wall body connected with each other between the layers, and respectively determining collision intervals of all the wall steel bars based on the coordinate information of all the wall steel bars;
and under the condition that the collision between the interlayer dowel bars and the wall steel bars is determined based on the preliminary setting information of the interlayer dowel bars and the collision interval of each wall steel bar, the preliminary setting information of the interlayer dowel bars is uniformly adjusted so that the interlayer dowel bars and each wall steel bar are not collided.
3. The intelligent generation method of the setting information of the prefabricated wall interlayer dowel bar according to claim 1, wherein the anti-collision target comprises a wall embedded part and/or a wall opening;
the adjusting the preliminary setting information of the interlayer dowel based on the position information of the anti-collision target in the wall body connected with each other between the layers comprises the following steps:
acquiring coordinate information of each wall embedded part and/or each wall hole in the wall bodies connected with each other between the layers, and respectively determining a collision interval of each wall embedded part and/or a collision interval of each wall hole based on the coordinate information of each wall embedded part and/or each wall hole;
And under the condition that the interlayer dowel collides with the wall embedded part and/or the wall opening is determined based on the preliminary setting information of the interlayer dowel and the collision interval of each wall embedded part and/or the collision interval of each wall opening, the preliminary setting information of the interlayer dowel which generates the collision is adjusted so that the interlayer dowel does not collide with each wall embedded part and/or each wall opening.
4. The intelligent generation method of setting information of the interlayer dowel bars of the prefabricated wall body according to claim 1, wherein the setting parameter information of the vertical steel bars comprises the distance between the vertical steel bars, the diameter of the vertical steel bars and the strength grade of the vertical steel bars, and the setting parameter information of the interlayer dowel bars comprises the distance between the interlayer dowel bars, the diameter of the interlayer dowel bars, the strength grade of the interlayer dowel bars and the embedding length of the interlayer dowel bars;
the method for determining the setting parameter information of the interlayer dowel based on the setting parameter information of the vertical reinforcement comprises the following steps:
determining the minimum spacing of the vertical steel bars as the spacing of the interlayer dowel bars;
determining the diameter of the vertical steel bar with the maximum diameter as the diameter of the interlayer dowel bar;
Determining the strength grade of the interlayer dowel bar according to the strength grade of the vertical reinforcement bar with the maximum strength grade;
and determining the embedding length of the interlayer dowel based on the strength grade of the interlayer dowel.
5. The intelligent generation method of setting information of the interlayer dowel of the prefabricated wall body according to claim 4, wherein the determining the embedding length of the interlayer dowel based on the strength grade of the interlayer dowel comprises:
determining the anti-seismic anchoring length of the interlayer dowel bars based on the strength grade of the interlayer dowel bars, the strength grade of the concrete poured in the cast-in-place area of the prefabricated wall body and the target anti-seismic grade;
and determining the embedding length of the interlayer dowel based on the anti-seismic anchoring length of the interlayer dowel.
6. The intelligent generation method of setting information of the prefabricated wall interlayer dowel according to any one of claims 1 to 5, wherein the method further comprises:
and generating an interlayer dowel diagram based on the target setting information, wherein the interlayer dowel diagram comprises position information and specification information of the interlayer dowel.
7. The intelligent generation method of setting information of the prefabricated wall interlayer dowel according to any one of claims 1 to 5, wherein the method further comprises:
And generating an interlayer dowel bar statistical table based on the target setting information, wherein the interlayer dowel bar statistical table comprises the consumption and specification information of the interlayer dowel bars.
8. Intelligent generation device of setting information of prefabricated wall body interlaminar joint bar, its characterized in that includes:
the first determining module is used for determining the wall bodies connected with each other between the layers and determining the setting parameter information of the vertical steel bars in the wall bodies connected with each other between the layers;
the second determining module is used for determining the setting parameter information of the interlayer dowel based on the setting parameter information of the vertical steel bar and determining the preliminary setting information of the interlayer dowel based on the setting parameter information of the interlayer dowel;
and the adjusting module is used for adjusting the preliminary setting information of the interlayer dowel bars based on the position information of the anti-collision targets in the wall bodies connected with each other between the layers to generate target setting information.
9. An electronic device comprising a memory, a processor and a computer program stored on the memory and executable on the processor, wherein the processor implements the method for intelligently generating the setting information of the prefabricated wall interlayer dowel according to any one of claims 1 to 7 when executing the program.
10. A non-transitory computer readable storage medium having stored thereon a computer program, wherein the computer program when executed by a processor implements a method for intelligently generating setting information of a prefabricated wall interlayer dowel according to any one of claims 1 to 7.
CN202311538688.4A 2023-11-17 2023-11-17 Intelligent generation method and device for setting information of prefabricated wall interlayer dowel bars Pending CN117668970A (en)

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