CN111895898A - Steel bar section graph point steel bar marking method and device, storage medium and terminal - Google Patents
Steel bar section graph point steel bar marking method and device, storage medium and terminal Download PDFInfo
- Publication number
- CN111895898A CN111895898A CN202010691252.9A CN202010691252A CN111895898A CN 111895898 A CN111895898 A CN 111895898A CN 202010691252 A CN202010691252 A CN 202010691252A CN 111895898 A CN111895898 A CN 111895898A
- Authority
- CN
- China
- Prior art keywords
- steel bar
- point
- marking
- marked
- section
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B7/00—Measuring arrangements characterised by the use of electric or magnetic techniques
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a method and a device for marking steel bars on a steel bar section graph point, a storage medium and a terminal, wherein the method comprises the following steps: acquiring a section diagram of a to-be-marked steel bar of a hydraulic building, determining an angular point steel bar in the section diagram of the to-be-marked steel bar, and sequentially connecting the angular point steel bar along the structural line track direction of the section diagram of the to-be-marked steel bar to form an auxiliary line for marking the steel bar; selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in the reinforcing steel bar section drawing to be marked to form a point reinforcing steel bar set; drawing a point steel bar marking baseline outside a structural line of a steel bar section diagram to be marked, and connecting each point steel bar in the point steel bar set to the point steel bar marking baseline to form a point steel bar lead; and acquiring point steel bar marking data based on the point steel bar parameters, and marking the point steel bar marking data on a point steel bar marking baseline. The method greatly saves the time for drawing the icon annotation lines of the steel bar sections and counting the steel bars, and improves the efficiency, the accuracy and the attractiveness of the point steel bar annotation of the hydraulic structure.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to a method and a device for quickly marking steel bars of a steel bar section graph point of a hydraulic building, a storage medium and a terminal.
Background
The hydraulic structure mostly belongs to large-volume construction, the structure is complex, the shape is irregular, the construction drawing can not be directly drawn by adopting a drawing method of a flat method, the form of drawing the plane, the vertical face and the section of the steel bar is still adopted to represent the steel bar at present, and the section drawing of the steel bar is an important content in the design process of the hydraulic building.
However, the traditional method for manually drawing the plane, the vertical plane and the section of the steel bar has the following problems: the drawing process is time-consuming and labor-consuming, the labor intensity is high, a great deal of time and energy of designers are consumed, and the like. Especially when drawing the reinforcing bar section diagram, the point reinforcing bar mark is very loaded down with trivial details, needs to draw the mark lead wire one by one, and statistics point reinforcing bar number, the technical content is low, and makes mistakes easily, and the marking process is subjective random great, marks in disorder, pleasing to the eye.
Disclosure of Invention
The invention aims to solve the technical problems that the existing hydraulic structure adopts the traditional mode to draw a steel bar section diagram, the drawing process is time-consuming and labor-consuming, the labor intensity is high, the operation is complicated, the subjective randomness of the marking process is high, the error rate is high, and the marking is messy and not attractive.
In order to solve the technical problem, the invention provides a steel bar section graph point steel bar marking method, which comprises the following steps:
acquiring a section diagram of a to-be-marked steel bar of a hydraulic building, determining an angular point steel bar in the section diagram of the to-be-marked steel bar, and sequentially connecting the angular point steel bar along the structural line track direction of the section diagram of the to-be-marked steel bar to form an auxiliary line for marking the steel bar;
selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in the section diagram of the reinforcing steel bar to be marked to form a point reinforcing steel bar set;
drawing a point steel bar marking base line on the outer side of the structural line of the steel bar section diagram to be marked, so that the distances from each point on the point steel bar marking base line to a straight line where a steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking base line is located are equal;
connecting all point steel bars in the point steel bar set to the point steel bar marking base line according to preset requirements, and obtaining point steel bar leads of all point steel bars in the point steel bar set;
and acquiring reinforcement parameters of all point reinforcements in the hydraulic building section corresponding to the reinforcement section diagram to be marked, acquiring point reinforcement marking data based on the reinforcement parameters of all point reinforcements in the hydraulic building section corresponding to the reinforcement section diagram to be marked, and marking the point reinforcement marking data on the point reinforcement marking baseline.
Preferably, the determining of the corner reinforcing steel bar in the cross-sectional view of the reinforcing steel bar to be marked comprises:
and using the point reinforcing steel bars which play a role in positioning in the section diagram of the reinforcing steel bars to be marked as angular point reinforcing steel bars, and using the point reinforcing steel bars between two adjacent angular point reinforcing steel bars as intermediate point reinforcing steel bars.
Preferably, the reinforcing bar parameter of point reinforcing bar includes reinforcing bar model, reinforcing bar diameter and reinforcing bar interval, point reinforcing bar mark data include reinforcing bar serial number, reinforcing bar model, reinforcing bar diameter, reinforcing bar interval and reinforcing bar radical.
Preferably, the obtaining of point rebar marking data based on rebar parameters of all point rebars in the hydraulic structure section corresponding to the to-be-marked rebar sectional view includes:
adding point reinforcing steel bars which have the same reinforcing steel bar parameters and are sequentially connected on the point reinforcing steel bar marking auxiliary line into the same marking group to obtain at least one group of marking groups, wherein the reinforcing steel bar parameters of the section diagram of the reinforcing steel bar to be marked correspond to the section of the hydraulic structure;
and sequentially and respectively acquiring point reinforcing steel bar marking data of the corresponding section of each marking group in the point reinforcing steel bar marking auxiliary line based on the reinforcing steel bar parameters of all the point reinforcing steel bars in each marking group, and then respectively marking all the point reinforcing steel bar marking data on the corresponding section of the point reinforcing steel bar marking auxiliary line.
Preferably, the number of the steel bars is equal to the length of the corresponding section of the auxiliary line for marking the point steel bars divided by the distance between the steel bars of the corresponding section.
Preferably, the preset requirement is that the distance from the point steel bar to the point steel bar marking baseline is shortest.
Preferably, the method for marking the steel bars on the steel bar section graph points further comprises the following steps:
and deleting the point steel bar marking auxiliary line.
In order to solve the technical problem, the invention also provides a point steel bar marking device of the steel bar section graph, which comprises a point steel bar marking auxiliary line forming module, a point steel bar set acquisition module, a point steel bar marking base line drawing module, a point steel bar lead drawing module and a data marking module;
the point reinforcing steel bar marking auxiliary line forming module is used for acquiring a section of a reinforcing steel bar to be marked of a hydraulic building, determining angle point reinforcing steel bars in the section of the reinforcing steel bar to be marked, and sequentially connecting the angle point reinforcing steel bars along the structural line track direction of the section of the reinforcing steel bar to be marked to form point reinforcing steel bar marking auxiliary lines;
the point reinforcing steel bar set acquisition module is used for selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in the section diagram of the reinforcing steel bar to be marked to form a point reinforcing steel bar set;
the point steel bar marking baseline drawing module is used for drawing a point steel bar marking baseline outside the structural line of the steel bar section diagram to be marked so as to enable the distances from each point on the point steel bar marking baseline to the straight line of the steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking baseline is located to be equal;
the point steel bar lead drawing module is used for connecting all point steel bars in the point steel bar set to the point steel bar marking base line according to preset requirements respectively to obtain point steel bar leads of all point steel bars in the point steel bar set;
the data marking module is used for acquiring the steel bar parameters of all the steel bars at the points in the section of the hydraulic building corresponding to the steel bar section diagram to be marked, acquiring point steel bar marking data based on the steel bar parameters of all the steel bars at the points in the section of the hydraulic building corresponding to the steel bar section diagram to be marked, and then marking the point steel bar marking data on the point steel bar marking base line.
In order to solve the above technical problem, the present invention further provides a storage medium having a computer program stored thereon, wherein the computer program, when executed by a processor, implements a method for marking a steel bar on a steel bar section graph point.
In order to solve the above technical problem, the present invention further provides a terminal, including: the system comprises a processor and a memory, wherein the memory is in communication connection with the processor;
the memory is used for storing computer programs, and the processor is used for executing the computer programs stored in the memory, so that the terminal executes the steel bar section graph point steel bar labeling method.
Compared with the prior art, one or more embodiments in the above scheme can have the following advantages or beneficial effects:
by applying the point steel bar marking method of the steel bar section graph provided by the embodiment of the invention, the point steel bar marking base line is drawn on the basis of the point steel bar marking auxiliary line, and the point steel bar lead is drawn on the basis of the point steel bar and the point steel bar marking base line, so that the drawing process of the marking line is completed, and the time for drawing the icon marking line of the steel bar section and counting the steel bars is greatly saved; meanwhile, the steel bar parameters of the point steel bars on the steel bar section diagram are sorted to obtain point steel bar marking data, and the point steel bar marking data are marked on a point steel bar marking base line, so that the efficiency, the accuracy and the attractiveness of marking the point steel bars of the hydraulic structure are further improved.
Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the principles of the invention and not to limit the invention. In the drawings:
fig. 1 shows a schematic flow chart of a method for marking a steel bar on a steel bar section graph point in an embodiment of the invention;
fig. 2 is a schematic structural diagram illustrating a cross-sectional view of a steel bar to be marked according to a first embodiment of the present invention;
fig. 3 is a schematic structural diagram of the cross-sectional view of the steel bar to be marked in fig. 2 after a point steel bar marking auxiliary line, a point steel bar marking base line and a point steel bar marking lead line are drawn;
FIG. 4 is a schematic structural diagram of the marked steel bar section diagram in FIG. 2 after marking is completed;
FIG. 5 is a schematic structural diagram of a reinforcement marking apparatus according to a second embodiment of the present invention;
fig. 6 shows a schematic structural diagram of a terminal in the fourth embodiment of the present invention.
Detailed Description
The following detailed description of the embodiments of the present invention will be provided with reference to the drawings and examples, so that how to apply the technical means to solve the technical problems and achieve the technical effects can be fully understood and implemented. It should be noted that, as long as there is no conflict, the embodiments and the features of the embodiments of the present invention may be combined with each other, and the technical solutions formed are within the scope of the present invention.
The existing hydraulic structure adopts a drawing mode of a plane, a vertical face and a section of a steel bar, and has the following problems: the drawing process is time-consuming and labor-consuming, the labor intensity is high, a great deal of time and energy of designers are consumed, and the like. Especially when drawing the reinforcing bar section diagram, the point reinforcing bar mark is very loaded down with trivial details, needs to draw the mark lead wire one by one, and statistics point reinforcing bar number, the technical content is low, and makes mistakes easily, and the marking process is subjective random great, marks in disorder, pleasing to the eye.
Example one
In order to solve the technical problems in the prior art, the embodiment of the invention provides a method for marking a steel bar with a steel bar section graph point.
Fig. 1 shows a schematic flow chart of a method for marking a steel bar on a steel bar section graph point in an embodiment of the invention; referring to fig. 1, the method for marking a point steel bar on a section of a steel bar of the present invention includes the following steps.
Step S101, acquiring a steel bar section to be marked of the hydraulic building, determining corner steel bars in the steel bar section to be marked, and sequentially connecting the corner steel bars along the structural line track direction of the steel bar section to be marked to form a point steel bar marking auxiliary line.
Specifically, the hydraulic structure usually includes a plurality of steel bar section diagrams, and the method only performs point steel bar marking on one of the steel bar section diagrams each time, that is, selects one steel bar section diagram waiting to be marked in the hydraulic structure as the steel bar section diagram to be marked each time.
Furthermore, the method firstly obtains a section diagram of the steel bar to be marked by downloading or data receiving and the like, then uses all point steel bars with positioning function in the section diagram of the steel bar to be marked as the angle point steel bars, and simultaneously uses the point steel bars between two adjacent angle point steel bars as the middle point steel bars. Further, whether the point steel bars are positioned in the steel bar section diagram to be labeled can be determined based on the attribute of each point steel bar in the steel bar section diagram to be labeled. Alternatively, the corner reinforcing steel bars for positioning can be determined by visually observing the section of the reinforcing steel bars to be marked.
Meanwhile, the contour line of the cross-sectional diagram of the steel bar to be marked is a structural line, and the turning part of the cross-sectional diagram of the steel bar to be marked is a corner-point steel bar setting part for positioning, so that the track direction of the structural line of the cross-sectional diagram of the steel bar to be marked is the direction in which the corner-point steel bars are sequentially set. Therefore, the embodiment can form the auxiliary line for marking the point steel bars by sequentially connecting the angle point steel bars along the track direction of the structural line of the section diagram of the steel bars to be marked.
And S102, selecting all point reinforcing steel bars intersected with the point reinforcing steel bar marking auxiliary lines in the section diagram of the reinforcing steel bar to be marked to form a point reinforcing steel bar set.
Specifically, in the forming process of the section diagram of the steel bar in this embodiment, if the distances between the middle-point steel bars between two adjacent corner-point steel bars are the same, in order to simplify the drawing method, only the head and the tail middle-point steel bars between the two adjacent corner-point steel bars may be drawn. Therefore, the number of point rebars displayed in the rebar cross-sectional diagram of this embodiment may not include all the number of point rebars actually existing in the cross-section corresponding to the hydraulic structure corresponding to the rebar cross-sectional diagram, and the point rebars in the rebar cross-sectional diagram to be labeled in this embodiment only represent the point rebars displayed in the rebar cross-sectional diagram to be labeled, and do not include the point rebars not displayed. Based on the above content, point steel bars intersecting with the point steel bar marking auxiliary lines in the steel bar section diagram to be marked are selected to form a point steel bar set.
And S103, drawing a point steel bar marking base line on the outer side of the structural line of the steel bar section diagram to be marked, so that the distances from each point on the point steel bar marking base line to a straight line where the steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking base line is located are equal.
Specifically, referring to the drawn reinforcing steel bar marking auxiliary line, a point reinforcing steel bar marking base line is drawn outside the structural line of the reinforcing steel bar section diagram to be marked. The drawing basis of the point steel bar marking base line is that the distances from each point on the point steel bar marking base line to a straight line where a steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking base line is located are equal, so that equidistant and uniform point steel bar marking base lines are formed on the outer side of a structural line of a section diagram of the steel bar to be marked. Preferably, the drawing mode can be obtained by directly offsetting each line segment on the point steel bar marking auxiliary line by a fixed distance along the vertical direction outside the structural line of the steel bar section diagram to be marked, and then connecting. It should be noted that, the distance from the point steel bar marking baseline to the structural line of the steel bar cross-sectional diagram to be marked can be adjusted and set according to actual conditions.
And step S104, connecting all the point steel bars in the point steel bar set to the point steel bar marking baseline according to preset requirements, and obtaining point steel bar leads of all the point steel bars in the point steel bar set.
Specifically, each point steel bar in the point steel bar set is used as a starting point, a base line is respectively marked on the point steel bar according to a preset requirement to serve as a lead, and a point steel bar lead of each point steel bar in the point steel bar set is obtained. Preferably, the preset requirement is that the distance from the point steel bar to the point steel bar marking baseline is shortest, that is, the perpendicular line is respectively made to the point steel bar marking line by taking each point steel bar in the point steel bar set as a starting point, so as to obtain the point steel bar lead of each point steel bar in the point steel bar set.
And S105, acquiring steel bar parameters of all point steel bars in the hydraulic building section corresponding to the steel bar section diagram to be marked, acquiring point steel bar marking data based on the steel bar parameters of all point steel bars in the hydraulic building section corresponding to the steel bar section diagram to be marked, and marking the point steel bar marking data on the point steel bar marking base line.
Specifically, all the point reinforcements in the hydraulic building section corresponding to the reinforcement section diagram to be marked are all the point reinforcements actually existing in the hydraulic building section corresponding to the reinforcement section diagram to be marked. In this embodiment, the steel bar parameters of the steel bars at all points in the section of the hydraulic building corresponding to the steel bar section to be marked are obtained by downloading or receiving data, then the steel bar marking data of the points are obtained based on the steel bar parameters of the steel bars at all points in the section of the hydraulic building corresponding to the steel bar section to be marked, and the obtained steel bar marking data are marked on the steel bar marking baseline. Preferably, the steel bar parameters of the point steel bars comprise steel bar models, steel bar diameters and steel bar intervals, and the point steel bar marking data comprise steel bar serial numbers, steel bar models, steel bar diameters, steel bar intervals and steel bar roots. Further preferably, the number of the steel bars is equal to the length of the corresponding section of the auxiliary line for marking the steel bars at the point divided by the distance between the steel bars at the corresponding section.
Further, the process of specifically acquiring point steel bar marking data based on steel bar parameters of all point steel bars in the hydraulic building section corresponding to the steel bar section diagram to be marked comprises the following steps: and adding point reinforcing steel bars which have the same reinforcing steel bar parameters and are sequentially connected on the point reinforcing steel bar marking auxiliary line into the same marking group to obtain at least one group of marking groups, wherein the reinforcing steel bar parameters of the cross-section diagram of the reinforcing steel bar to be marked correspond to the cross section of the hydraulic structure. And then respectively acquiring point steel bar marking data of the corresponding section of each marking group in the point steel bar marking auxiliary line based on the steel bar parameters of all the point steel bars in each marking group in sequence, and then respectively marking the acquired point steel bar marking data on the corresponding section of the point steel bar marking auxiliary line.
It should be noted that, the steel bar parameters of all the steel bars at points in the section of the hydraulic building corresponding to the steel bar section diagram to be labeled are the same, and at this time, only one piece of steel bar labeling data needs to be labeled on the steel bar labeling auxiliary line.
And S106, deleting the auxiliary line for marking the point steel bars, and finishing the marking of the point steel bars of the section diagram of the steel bars to be marked.
In order to better explain the point steel bar marking method of the steel bar cross-section diagram in the embodiment of the invention, fig. 2 to 4 show a simplified steel bar marking process of a concrete steel bar cross-section diagram to be marked, wherein fig. 2 shows a schematic structural diagram of a steel bar cross-section diagram to be marked in the first embodiment of the invention; fig. 3 is a schematic structural diagram of the cross-sectional view of the steel bar to be marked in fig. 2 after a point steel bar marking auxiliary line, a point steel bar marking base line and a point steel bar marking lead line are drawn; fig. 4 shows a structural schematic diagram of the marked steel bar section diagram in fig. 2 after marking is completed. The above steps S101 to S106 can be understood with reference to fig. 2 to 4.
According to the method for marking the point steel bars of the steel bar section graph, the point steel bar marking base line is drawn on the basis of the point steel bar marking auxiliary line, and the point steel bar lead is drawn on the basis of the point steel bars and the point steel bar marking base line, so that a marking line drawing process is completed, and the time for drawing the marking line of the steel bar section icon and counting the steel bars is greatly saved; meanwhile, the steel bar parameters of the point steel bars on the steel bar section diagram are sorted to obtain point steel bar marking data, and the point steel bar marking data are marked on a point steel bar marking base line, so that the efficiency, the accuracy and the attractiveness of marking the point steel bars of the hydraulic structure are further improved.
Example two
In order to solve the technical problems in the prior art, the embodiment of the invention provides a steel bar marking device for a steel bar section graph point.
FIG. 5 is a schematic structural diagram of a reinforcement marking apparatus according to a second embodiment of the present invention; referring to fig. 5, the device for marking a point steel bar on a steel bar section graph in the embodiment of the invention includes a point steel bar marking auxiliary line forming module, a point steel bar set obtaining module, a point steel bar marking base line drawing module, a point steel bar lead drawing module and a data marking module.
The point reinforcing steel bar marking auxiliary line forming module is used for acquiring a section of a reinforcing steel bar to be marked of the hydraulic building, determining an angular point reinforcing steel bar in the section of the reinforcing steel bar to be marked, and sequentially connecting the angular point reinforcing steel bar along the structural line track direction of the section of the reinforcing steel bar to be marked to form a point reinforcing steel bar marking auxiliary line;
the point reinforcing steel bar set acquisition module is used for selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in a reinforcing steel bar section diagram to be marked to form a point reinforcing steel bar set;
the point steel bar marking baseline drawing module is used for drawing a point steel bar marking baseline outside a structural line of a steel bar section diagram to be marked, so that the distances from each point on the point steel bar marking baseline to a straight line of a steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking baseline is located are equal;
the point steel bar lead drawing module is used for connecting all point steel bars in the point steel bar set to the point steel bar marking base line according to preset requirements to obtain point steel bar leads of all point steel bars in the point steel bar set;
the data marking module is used for acquiring steel bar parameters of all point steel bars in the hydraulic building section corresponding to the steel bar section diagram to be marked, acquiring point steel bar marking data based on the steel bar parameters of all the point steel bars in the hydraulic building section corresponding to the steel bar section diagram to be marked, and then marking the point steel bar marking data on a point steel bar marking base line.
According to the point steel bar marking device of the steel bar section graph, provided by the embodiment of the invention, the point steel bar marking base line is drawn on the basis of the point steel bar marking auxiliary line, and the point steel bar lead is drawn on the basis of the point steel bar and the point steel bar marking base line, so that the marking line drawing process is completed, and the steel bar section icon marking line drawing and steel bar counting time is greatly saved; meanwhile, the steel bar parameters of the point steel bars on the steel bar section diagram are sorted to obtain point steel bar marking data, and the point steel bar marking data are marked on a point steel bar marking base line, so that the efficiency, the accuracy and the attractiveness of marking the point steel bars of the hydraulic structure are further improved.
EXAMPLE III
In order to solve the above technical problems in the prior art, an embodiment of the present invention further provides a storage medium, which stores a computer program, and when the computer program is executed by a processor, all the steps in the method for labeling a steel bar with a point on a steel bar section map in the first embodiment can be implemented.
The specific steps of the method for marking the point steel bars on the section of the steel bar and the beneficial effects obtained by applying the readable storage medium provided by the embodiment of the invention are the same as those of the first embodiment, and are not described herein again.
It should be noted that: the storage medium includes: various media that can store program codes, such as ROM, RAM, magnetic or optical disks.
Example four
In order to solve the technical problems in the prior art, the embodiment of the invention also provides a terminal.
Fig. 6 is a schematic structural diagram of a terminal according to a fourth embodiment of the present invention, and referring to fig. 6, the terminal according to this embodiment includes a processor and a memory that are connected to each other; the memory is used for storing the computer program, and the processor is used for executing the computer program stored in the memory, so that the terminal can realize all the steps in the steel bar marking method of the steel bar section graph point in the embodiment when executing.
The specific steps of the method for marking the point steel bars on the section of the steel bar and the beneficial effects obtained by the terminal applying the embodiment of the invention are the same as those of the first embodiment, and are not described herein again.
It should be noted that the Memory may include a Random Access Memory (RAM), and may also include a non-volatile Memory (non-volatile Memory), such as at least one disk Memory. Similarly, the Processor may also be a general-purpose Processor, and includes a Central Processing Unit (CPU), a Network Processor (NP), and the like; the device can also be a Digital Signal Processor (DSP), an Application Specific Integrated Circuit (ASIC), a Field Programmable Gate Array (FPGA) or other Programmable logic device, a discrete Gate or transistor logic device, or a discrete hardware component.
Although the embodiments of the present invention have been described above, the above description is only for the convenience of understanding the present invention, and is not intended to limit the present invention. It will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. A steel bar section graph point steel bar marking method comprises the following steps:
acquiring a section diagram of a to-be-marked steel bar of a hydraulic building, determining an angular point steel bar in the section diagram of the to-be-marked steel bar, and sequentially connecting the angular point steel bar along the structural line track direction of the section diagram of the to-be-marked steel bar to form an auxiliary line for marking the steel bar;
selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in the section diagram of the reinforcing steel bar to be marked to form a point reinforcing steel bar set;
drawing a point steel bar marking base line on the outer side of the structural line of the steel bar section diagram to be marked, so that the distances from each point on the point steel bar marking base line to a straight line where a steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking base line is located are equal;
connecting all point steel bars in the point steel bar set to the point steel bar marking base line according to preset requirements, and obtaining point steel bar leads of all point steel bars in the point steel bar set;
and acquiring reinforcement parameters of all point reinforcements in the hydraulic building section corresponding to the reinforcement section diagram to be marked, acquiring point reinforcement marking data based on the reinforcement parameters of all point reinforcements in the hydraulic building section corresponding to the reinforcement section diagram to be marked, and marking the point reinforcement marking data on the point reinforcement marking baseline.
2. The method of claim 1, wherein determining corner steel bars in the cross-sectional view of the steel bars to be marked comprises:
and using the point reinforcing steel bars which play a role in positioning in the section diagram of the reinforcing steel bars to be marked as angular point reinforcing steel bars, and using the point reinforcing steel bars between two adjacent angular point reinforcing steel bars as intermediate point reinforcing steel bars.
3. The method of claim 1, wherein the bar parameters of the point bars include a bar model, a bar diameter, and a bar pitch, and the point bar marking data includes a bar number, a bar model, a bar diameter, a bar pitch, and a bar number.
4. The method as claimed in claim 3, wherein obtaining point rebar marking data based on rebar parameters of all point rebars in the hydraulic building section corresponding to the rebar cross-sectional diagram to be marked comprises:
adding point reinforcing steel bars which have the same reinforcing steel bar parameters and are sequentially connected on the point reinforcing steel bar marking auxiliary line into the same marking group to obtain at least one group of marking groups, wherein the reinforcing steel bar parameters of the section diagram of the reinforcing steel bar to be marked correspond to the section of the hydraulic structure;
and sequentially and respectively acquiring point reinforcing steel bar marking data of the corresponding section of each marking group in the point reinforcing steel bar marking auxiliary line based on the reinforcing steel bar parameters of all the point reinforcing steel bars in each marking group, and then respectively marking all the point reinforcing steel bar marking data on the corresponding section of the point reinforcing steel bar marking auxiliary line.
5. The method of claim 4, wherein the number of the steel bars is equal to the length of the corresponding section of the auxiliary line for marking the point steel bars divided by the distance between the steel bars of the corresponding section.
6. The method of claim 1, wherein the predetermined requirement is that the distance from the point rebar to the point rebar marking baseline is shortest.
7. The method of claim 1, further comprising:
and deleting the point steel bar marking auxiliary line.
8. A point steel bar marking device of a steel bar section graph is characterized by comprising a point steel bar marking auxiliary line forming module, a point steel bar set obtaining module, a point steel bar marking base line drawing module, a point steel bar lead drawing module and a data marking module;
the point reinforcing steel bar marking auxiliary line forming module is used for acquiring a section of a reinforcing steel bar to be marked of a hydraulic building, determining angle point reinforcing steel bars in the section of the reinforcing steel bar to be marked, and sequentially connecting the angle point reinforcing steel bars along the structural line track direction of the section of the reinforcing steel bar to be marked to form point reinforcing steel bar marking auxiliary lines;
the point reinforcing steel bar set acquisition module is used for selecting all point reinforcing steel bars which are intersected with the point reinforcing steel bar marking auxiliary lines in the section diagram of the reinforcing steel bar to be marked to form a point reinforcing steel bar set;
the point steel bar marking baseline drawing module is used for drawing a point steel bar marking baseline outside the structural line of the steel bar section diagram to be marked so as to enable the distances from each point on the point steel bar marking baseline to the straight line of the steel bar marking auxiliary line segment parallel to the segment where the point steel bar marking baseline is located to be equal;
the point steel bar lead drawing module is used for connecting all point steel bars in the point steel bar set to the point steel bar marking base line according to preset requirements respectively to obtain point steel bar leads of all point steel bars in the point steel bar set;
the data marking module is used for acquiring the steel bar parameters of all the steel bars at the points in the section of the hydraulic building corresponding to the steel bar section diagram to be marked, acquiring point steel bar marking data based on the steel bar parameters of all the steel bars at the points in the section of the hydraulic building corresponding to the steel bar section diagram to be marked, and then marking the point steel bar marking data on the point steel bar marking base line.
9. A storage medium having stored thereon a computer program, wherein the program, when executed by a processor, implements a method of steel bar marking for a steel bar section point according to any one of claims 1 to 7.
10. A terminal, comprising: the system comprises a processor and a memory, wherein the memory is in communication connection with the processor;
the memory is used for storing a computer program, and the processor is used for executing the computer program stored in the memory so as to enable the terminal to execute the point rebar marking method of the steel bar section diagram in any one of claims 1 to 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010691252.9A CN111895898A (en) | 2020-07-17 | 2020-07-17 | Steel bar section graph point steel bar marking method and device, storage medium and terminal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010691252.9A CN111895898A (en) | 2020-07-17 | 2020-07-17 | Steel bar section graph point steel bar marking method and device, storage medium and terminal |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111895898A true CN111895898A (en) | 2020-11-06 |
Family
ID=73191027
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010691252.9A Pending CN111895898A (en) | 2020-07-17 | 2020-07-17 | Steel bar section graph point steel bar marking method and device, storage medium and terminal |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111895898A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114758104A (en) * | 2022-04-20 | 2022-07-15 | 长江勘测规划设计研究有限责任公司 | Automatic interference-dispersion-resistant bar arrangement marking method suitable for three-dimensional design steel bar drawing |
CN114842174A (en) * | 2022-04-20 | 2022-08-02 | 长江勘测规划设计研究有限责任公司 | Anti-interference point bar automatic labeling method suitable for three-dimensional design steel bar graph |
CN115344937A (en) * | 2022-10-20 | 2022-11-15 | 三一筑工科技股份有限公司 | Reinforcing steel bar marking method and device, electronic equipment and storage medium |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106469434A (en) * | 2016-10-11 | 2017-03-01 | 中国电建集团成都勘测设计研究院有限公司 | The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model |
CN109814783A (en) * | 2018-12-29 | 2019-05-28 | 北京市水利规划设计研究院 | Point muscle lead annotation method for drafting and device based on MicroStation |
JP2019196992A (en) * | 2018-05-10 | 2019-11-14 | 清水建設株式会社 | Reinforcing bar test method and reinforcing bar test system |
CN111177831A (en) * | 2019-12-26 | 2020-05-19 | 沈阳工业大学 | BIM technology-based steel bar three-dimensional modeling and automatic calculation method |
-
2020
- 2020-07-17 CN CN202010691252.9A patent/CN111895898A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106469434A (en) * | 2016-10-11 | 2017-03-01 | 中国电建集团成都勘测设计研究院有限公司 | The method that two-dimentional reinforcement drawing is generated based on three-dimensional rebar model |
JP2019196992A (en) * | 2018-05-10 | 2019-11-14 | 清水建設株式会社 | Reinforcing bar test method and reinforcing bar test system |
CN109814783A (en) * | 2018-12-29 | 2019-05-28 | 北京市水利规划设计研究院 | Point muscle lead annotation method for drafting and device based on MicroStation |
CN111177831A (en) * | 2019-12-26 | 2020-05-19 | 沈阳工业大学 | BIM technology-based steel bar three-dimensional modeling and automatic calculation method |
Non-Patent Citations (2)
Title |
---|
胡建平 等: "《水利工程识图与绘图》", 30 June 2012, 华南理工大学出版社 * |
蒋海峰 等: "ReStation系统的钢筋抽图技术介绍", 《水力发电》 * |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114758104A (en) * | 2022-04-20 | 2022-07-15 | 长江勘测规划设计研究有限责任公司 | Automatic interference-dispersion-resistant bar arrangement marking method suitable for three-dimensional design steel bar drawing |
CN114842174A (en) * | 2022-04-20 | 2022-08-02 | 长江勘测规划设计研究有限责任公司 | Anti-interference point bar automatic labeling method suitable for three-dimensional design steel bar graph |
CN114758104B (en) * | 2022-04-20 | 2022-11-29 | 长江勘测规划设计研究有限责任公司 | Automatic interference-dispersion-resistant bar arrangement marking method suitable for three-dimensional design steel bar drawing |
CN114842174B (en) * | 2022-04-20 | 2022-12-23 | 长江勘测规划设计研究有限责任公司 | Automatic anti-interference point bar marking method suitable for three-dimensional design steel bar graph |
CN115344937A (en) * | 2022-10-20 | 2022-11-15 | 三一筑工科技股份有限公司 | Reinforcing steel bar marking method and device, electronic equipment and storage medium |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111895898A (en) | Steel bar section graph point steel bar marking method and device, storage medium and terminal | |
CN108959694A (en) | A kind of BIM geometrical model construction method of big scale of construction complex building | |
CN109408912B (en) | Special-shaped component parameterized modeling method based on Revit secondary development | |
CN111611664B (en) | Power transmission line path selection method and system | |
CN112948914B (en) | Method, processing device and storage medium for automatically generating Liang Peijin diagrams | |
CN113779682B (en) | Method and device for generating construction reinforcing steel bar model, computer equipment and storage medium | |
CN111767632B (en) | BIM modeling method for realizing automatic joint matching of steel support by adopting Dynamo | |
CN110765541B (en) | Method and device for establishing BIM (building information modeling) model of subway station enclosure structure and storage medium | |
CN113763541B (en) | Method and equipment for calculating longitudinal ribs in column and readable storage medium | |
WO2024000762A1 (en) | Revit-based bridge substructure modeling method and system, and apparatus | |
CN114638034A (en) | Steel bar modeling method and device | |
CN115619007A (en) | Intelligent manufacturing scheduling method and device, electronic equipment and medium | |
CN110955927A (en) | Method and device for modeling step component of special-shaped curved surface | |
CN109684739A (en) | A kind of reinforcement parameter generation method, device and equipment based on BIM model | |
CN110851900A (en) | Method, device, storage medium and equipment for reinforcing ribs of geometric shapes and automatically updating geometric shapes | |
CN102981842B (en) | Method of generating interactive Gantt chart | |
CN108038287A (en) | A kind of modeling method and computer equipment of palace type carpentry work roof truss layer | |
CN109977153B (en) | Table big data export method | |
CN105022896A (en) | Method and device for APDL modelling based on dynamic numbering | |
CN112560311A (en) | Method for quickly and automatically extracting structure information and analyzing and optimizing structure | |
CN109800478B (en) | Method for identifying signal machine in railway drawing | |
CN110059409B (en) | BIM-based long-line type engineering longitudinal and transverse integration processing method | |
CN201197101Y (en) | Unit wiring template | |
CN110795822A (en) | Traffic network semantic modeling method and device, electronic equipment and storage medium | |
CN112464352B (en) | Construction method and device of main rib beam cross-local variable cross-section model and electronic equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20201106 |