Industrial intelligent batching method and system based on building materials

Abstract

The invention discloses an industrial intelligent batching method and system based on building materials, and the method comprises the steps: obtaining a building steel bar structure drawing, and carrying out the recognition and positioning of a wall column, a wall body and a foundation platform of a shear wall part in the drawing; the wall body steel bar laying area is divided into a first area and a second area, the first area is that no foundation platform is arranged below the wall body, and the second area is that the foundation platform is arranged below the wall body; the length and number of first vertical ribs arranged in the first area and the length and number of second vertical ribs arranged in the second area are calculated, and the number of first hoops arranged on the first vertical ribs and the number of second hoops arranged on the second vertical ribs are calculated; the diameter, length, number and two-end anchoring length of the first vertical ribs are obtained, the diameter, length, number and two-end anchoring length of the second vertical ribs are obtained, the diameter and number of the first hoops are obtained, the diameter and number of the second hoops are obtained, and the obtained data are made into a building material batching table.

Description

Technical Field

[0001] The present application relates to the technical field of industrial intelligent platforms, and specifically to an industrial intelligent batching method and system based on building materials. Background Art

[0002] In the field of industrial construction, the layout of shear wall reinforcement in the basement of the building foundation is different from the traditional ground shear wall reinforcement layout, because there is a cap steel structure in the building foundation structure. Since the cap steel structure is located below the basement shear wall, there is a standard height area for the foundation with and without the cap, and the shear wall of the basement needs to overlap with the cap in the area with the cap. Therefore, the length of the vertical reinforcement in the shear wall area of ​​the basement is different between the area with and without the cap. At the same time, the different lengths of the vertical reinforcement lead to different numbers of stirrups. The traditional way is to manually select and calculate on the drawings and make a bill of materials to make building material samples. Manual work has low efficiency and high errors. Summary of the invention

[0003] In order to overcome the above shortcomings, the purpose of this application is to provide an industrial intelligent batching method and system based on building materials, so as to effectively solve the above technical problems.

[0004] In order to achieve the above objectives, this application adopts the following technical solutions:

[0005] In a first aspect, the present application provides an industrial intelligent batching method based on building materials, comprising:

[0006] Obtain a building steel structure drawing, select a shear wall portion in the building steel structure drawing, and identify and locate wall columns, wall bodies, and foundation caps in the shear wall portion in the drawing;

[0007] Divide the wall reinforcement layout area into a first area and a second area according to the identified and located wall columns, wall bodies and foundation caps, wherein the first area is where there is no foundation cap under the wall body, and the second area is where there is a foundation cap under the wall body;

[0008] Read the standard height of the first area in the building steel bar structure drawing to calculate the length of the first vertical reinforcement arranged in the first area, and read the standard height of the second area in the drawing to calculate the length of the second vertical reinforcement arranged in the second area;

[0009] Obtain a cross-sectional view of the shear wall reinforcement, and read the diameter of the vertical reinforcement, the spacing between the vertical reinforcement, the anchorage length at both ends of the vertical reinforcement, the diameter of the hoop, and the spacing between the hoop in the cross-sectional view of the shear wall reinforcement;

[0010] The steel bar layout distance of the first area in the building steel bar structure diagram is measured, and the number of first vertical bars arranged in the first area is calculated according to the read vertical bar layout interval distance; the steel bar layout distance of the second area in the building steel bar structure diagram is measured, and the number of second vertical bars arranged in the second area is calculated according to the read vertical bar layout interval distance;

[0011] Calculating the number of first hoops arranged on the first stud according to the obtained hoop arrangement interval distance and the length of the first stud, and calculating the number of second hoops arranged on the second stud according to the obtained hoop arrangement interval distance and the length of the second stud;

[0012] Obtain the diameter, length, quantity, and anchorage length of the first stud, obtain the diameter, length, quantity, and anchorage length of the second stud, obtain the diameter and quantity of the first hoop, obtain the diameter and quantity of the second hoop, and make the obtained data into a building material ingredient list.

[0013] Furthermore, when identifying and locating the wall columns, wall bodies and foundation caps at the shear wall position in the building steel structure drawing, the wall column numbers, wall body numbers and foundation cap numbers in the building steel structure drawing are selected in sequence.

[0014] Furthermore, calculating the length of the first vertical reinforcement arranged in the first area includes the following steps:

[0015] Read the standard height data corresponding to the first area in the building steel bar structure diagram,

[0016] Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram,

[0017] Calculate the length of the first reinforcement in the first area using the following formula:

[0018] L1=H1-(D 上 +D 下 )

[0019] Where L1 represents the length of the first vertical rib in the first area, H1 is the standard height in the first area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

[0020] Furthermore, calculating the length of the second vertical reinforcement arranged in the second area includes the following steps:

[0021] Read the standard height data corresponding to the second area in the building steel bar structure diagram,

[0022] Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram,

[0023] Calculate the length of the second reinforcement in the second area using the following formula:

[0024] L2=H2-(D 上 +D 下 )

[0025] Where L2 represents the length of the second vertical rib in the second area, H2 is the standard height in the second area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

[0026] Furthermore, calculating the number of first vertical ribs arranged in the first area includes the following steps:

[0027] Measure the length of the first area of ​​all shear wall parts in the building steel structure diagram in turn and calculate the total length.

[0028] Obtain the spacing distance of the vertical reinforcement from the shear wall reinforcement cross-section diagram.

[0029] Calculate the number of first vertical bars arranged in the first area. The calculation formula is as follows:

[0030]

[0031] Where N1 represents the number of first vertical bars arranged in the first area, X1 represents the total distance of the steel bars arranged in the first area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

[0032] Furthermore, calculating the number of second vertical ribs arranged in the second area includes the following steps:

[0033] The lengths of the second areas of all shear wall parts in the building steel structure diagram are measured in sequence and the total length is calculated.

[0034] Obtain the spacing distance of the vertical reinforcement from the shear wall reinforcement cross-section diagram.

[0035] Calculate the number of second studs arranged in the second area using the following formula:

[0036]

[0037] Where N2 represents the number of second vertical bars arranged in the second area, X2 represents the total distance of the steel bars arranged in the second area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

[0038] Furthermore, the number of first hoops arranged on the first stud is calculated using the following calculation formula:

[0039]

[0040] Where n1 represents the number of first hoops on the first stud, L1 represents the length of the first stud, d 环 Represents the spacing distance between the hoop layouts.

[0041] Furthermore, the number of second hoops arranged on the second vertical rib is calculated using the following calculation formula:

[0042]

[0043] Where n2 represents the number of second hoops on the second stud, L2 represents the length of the second stud, d 环 Represents the spacing distance between the hoop layouts.

[0044] Further, when the value of N1 is not an integer, N1 is an integer, and the number of first ribs arranged in the first area is (N1+1); when the value of N2 is not an integer, N2 is an integer, and the number of second ribs arranged in the second area is (N2+1); when the value of n1 is not an integer, n1 is an integer, and the number of first hoops on the first rib is (n1+1); when the value of n2 is not an integer, n2 is an integer, and the number of second hoops on the second rib is (n2+1).

[0045] In a second aspect, the present application provides an industrial intelligent batching system based on building materials, comprising:

[0046] An identification module is used to identify wall columns, wall bodies and foundation cap components in the building steel bar structure diagram.

[0047] A reading module, the reading module is used to read the standard height data in the building steel bar structure diagram, read the vertical bar diameter, vertical bar layout spacing distance, vertical bar anchorage length at both ends, hoop diameter and hoop layout spacing distance data in the shear wall steel bar cross-section diagram;

[0048] A measuring module, the measuring module is used to measure the steel bar layout distance of the first area and the steel bar layout distance of the second area,

[0049] a calculation module, the calculation module is used to analyze and calculate the length and number of the first stud, the length and number of the second stud, the number of the first hoops, and the number of the second hoops,

[0050] An output module is used to output the diameter, length, quantity, and anchorage length of the first stud, the diameter, length, quantity, and anchorage length of the second stud, the diameter and quantity of the first hoop, and the diameter and quantity of the second hoop to form a building material ingredient list.

[0051] Beneficial Effects

[0052] The present application provides an industrial intelligent batching method and system based on building materials. The software system can automatically identify the areas with foundation pedestals and without foundation pedestals in the shear walls in the architectural drawings, and obtain information on the drawings for analysis and calculation to obtain the specific distribution quantity and length data of the steel bars in the shear wall area and output them to form a batching list, with high work efficiency and high precision. BRIEF DESCRIPTION OF THE DRAWINGS

[0053] The accompanying drawings are used to provide an understanding of the technical solution of the present disclosure and constitute a part of the specification. Together with the embodiments of the present disclosure, they are used to explain the technical solution of the present disclosure and do not constitute a limitation on the technical solution of the present disclosure. The shapes and sizes of the components in the accompanying drawings do not reflect the actual proportions and are only intended to illustrate the content of the present application.

[0054] Figure 1 This is the block diagram of the industrial intelligent batching system for this application.

[0055] Figure 2 This is a flow chart of the industrial intelligent batching method for this application.

[0056] Figure 3 A schematic diagram of a shear wall structure provided in one embodiment of the present application.

[0057] Figure 4 A cross-sectional view of shear wall reinforcement provided in one embodiment of the present application. DETAILED DESCRIPTION

[0058] The above scheme is further described below in conjunction with specific examples. It should be understood that these examples are used to illustrate the present application and are not limited to the scope of the present application. The implementation conditions adopted in the examples can be further adjusted as the conditions of the specific manufacturer, and the unspecified implementation conditions are usually the conditions in conventional experiments.

[0059] Unless otherwise defined, the technical terms or scientific terms used in the embodiments of the present disclosure should be understood by people with ordinary skills in the field to which the present application belongs. The "first", "second" and similar words used in the embodiments of the present disclosure do not indicate any order, quantity or importance, but are only used to distinguish different components. "Including" or "comprising" and similar words mean that the elements or objects appearing in front of the word include the elements or objects listed after the word and their equivalents, without excluding other elements or objects. "Connecting" or "connected" and similar words are not limited to physical or mechanical connections, but can include electrical connections, whether direct or indirect. In this article, "electrical connection" includes the situation where the constituent elements are connected together through an element with some electrical function. "Elements with some electrical function" are not particularly limited as long as they can transfer electrical signals between the connected constituent elements. "Elements with some electrical function" can be, for example, electrodes or wiring, or switching elements such as transistors, or other functional elements such as resistors, inductors or capacitors. "Up", "down", "left", "right", etc. are only used to indicate relative position relationships. When the absolute position of the object being described changes, the relative position relationship may also change accordingly.

[0060] As described in the background technology, the traditional method is to manually calculate the basement shear wall area, which has low work efficiency and high error. Therefore, in order to solve this problem, the inventor provides an industrial intelligent batching method and system based on building materials, wherein:

[0061] like Figure 1 As shown, the system includes an identification module, which is used to identify wall columns, wall bodies and foundation pedestal components in the building steel bar structure diagram; a reading module, which is used to read standard height data in the building steel bar structure diagram, and read the vertical bar diameter, vertical bar layout spacing distance, vertical bar two-end anchorage length, hoop diameter and hoop layout spacing distance data in the shear wall steel bar cross-section diagram; a measuring module, which is used to measure the steel bar layout distance in the first area and the steel bar layout distance in the second area; a calculation module, which is used to analyze and calculate the length and number of the first vertical bar, the length and number of the second vertical bar, the number of the first hoop and the number of the second hoop; an output module, which is used to output the diameter, length, number, two-end anchorage length of the first vertical bar, the diameter, length, number, two-end anchorage length of the second vertical bar, the diameter and number of the first hoop, and the diameter and number of the second hoop to form a building material ingredient list.

[0062] like Figure 2 As shown, the industrial intelligent batching method based on building materials for the system includes the following steps:

[0063] S1. Obtain a building steel structure drawing, select a shear wall portion in the building steel structure drawing, and identify and locate the wall columns, wall bodies, and foundation caps in the shear wall portion in the drawing;

[0064] S2, dividing the wall reinforcement layout area into a first area and a second area according to the identified and located wall columns, wall bodies and foundation caps, wherein the first area is where there is no foundation cap under the wall body, and the second area is where there is a foundation cap under the wall body;

[0065] S3, reading the standard height of the first area in the building steel bar structure drawing to calculate the length of the first vertical reinforcement arranged in the first area, and reading the standard height of the second area in the drawing to calculate the length of the second vertical reinforcement arranged in the second area;

[0066] S4, obtaining a cross-sectional view of the shear wall reinforcement, reading the diameter of the vertical reinforcement, the spacing of the vertical reinforcement, the anchorage length of both ends of the vertical reinforcement, the diameter of the hoop, and the spacing of the hoop in the cross-sectional view of the shear wall reinforcement;

[0067] S5, measuring the steel bar layout distance of the first area in the building steel bar structure diagram, and calculating the number of first vertical bars arranged in the first area according to the read vertical bar layout interval distance, measuring the steel bar layout distance of the second area in the building steel bar structure diagram, and calculating the number of second vertical bars arranged in the second area according to the read vertical bar layout interval distance;

[0068] S6, calculating the number of first hoops arranged on the first stud according to the obtained hoop arrangement interval distance and the length of the first stud, and calculating the number of second hoops arranged on the second stud according to the obtained hoop arrangement interval distance and the length of the second stud;

[0069] S7. Obtain the diameter, length, quantity, and anchorage length of the first vertical bar, obtain the diameter, length, quantity, and anchorage length of the second vertical bar, obtain the diameter and quantity of the first hoop, obtain the diameter and quantity of the second hoop, and make the obtained data into a building material ingredient list.

[0070] When identifying and locating the wall columns, wall bodies and foundation pedestals at the shear wall locations in the building reinforcement structure drawing, select the wall column numbers, wall body numbers and foundation pedestal numbers in the building reinforcement structure drawing in turn.

[0071] Calculating the length of the first vertical reinforcement arranged in the first area includes the following steps:

[0072] Read the standard height data corresponding to the first area in the building reinforcement structure diagram,

[0073] Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram.

[0074] Calculate the length of the first reinforcement in the first area using the following formula:

[0075] L1=H1-(D 上 +D 下 )

[0076] Where L1 represents the length of the first vertical rib in the first area, H1 is the standard height in the first area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

[0077] Calculating the length of the second vertical reinforcement arranged in the second area includes the following steps:

[0078] Read the standard height data corresponding to the second area in the building steel bar structure diagram,

[0079] Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram.

[0080] Calculate the length of the second reinforcement in the second area using the following formula:

[0081] L2=H2-(D 上 +D 下 )

[0082] Where L2 represents the length of the second vertical rib in the second area, H2 is the standard height in the second area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

[0083] Calculating the number of first studs arranged in the first area includes the following steps:

[0084] Measure the length of the first area of ​​all shear walls in the building reinforcement structure diagram and calculate the total length.

[0085] Get the spacing distance of vertical reinforcement from the shear wall reinforcement cross-section diagram.

[0086] Calculate the number of first vertical bars arranged in the first area. The calculation formula is as follows:

[0087]

[0088] Where N1 represents the number of first vertical bars arranged in the first area, X1 represents the total distance of the steel bars arranged in the first area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

[0089] Calculating the number of second studs arranged in the second area includes the following steps:

[0090] Measure the length of the second area of ​​all shear walls in the building reinforcement structure diagram and calculate the total length.

[0091] Get the spacing distance of vertical reinforcement from the shear wall reinforcement cross-section diagram.

[0092] Calculate the number of second studs arranged in the second area using the following formula:

[0093]

[0094] Where N2 represents the number of second vertical bars arranged in the second area, X2 represents the total distance of the steel bars arranged in the second area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

[0095] Calculate the number of first hoops arranged on the first stud using the following formula:

[0096]

[0097] Where n1 represents the number of first hoops on the first stud, L1 represents the length of the first stud, d 环 Represents the spacing distance between the hoop layouts.

[0098] Calculate the number of second hoops arranged on the second studs using the following formula:

[0099]

[0100] Where n2 represents the number of second hoops on the second stud, L2 represents the length of the second stud, and d 环 Represents the spacing distance between the hoop layouts.

[0101] When the value of N1 is not an integer, N1 is an integer, and the number of first vertical ribs arranged in the first area is (N1+1); when the value of N2 is not an integer, N2 is an integer, and the number of second vertical ribs arranged in the second area is (N2+1); when the value of n1 is not an integer, n1 is an integer, and the number of first hoops on the first vertical rib is (n1+1); when the value of n2 is not an integer, n2 is an integer, and the number of second hoops on the second vertical rib is (n2+1).

[0102] Next, combine Figure 3 and Figure 4 The present application is described by way of example.

[0103] like Figure 3 As shown in the figure, a shear wall in the building reinforcement structure drawing is selected as an example of re-drawing. Figure 3Each component is marked in the figure. Z1, Z2, and Z3 represent three wall columns, Q1, Q2, and Q3 represent three shear walls, and CT1 and CT2 represent two foundation caps. The standard height of the area with foundation caps and the standard height of the area without foundation caps are marked accordingly in the figure.

[0104] Use the recognition module of the software system to identify the wall columns, shear walls and foundation caps in the drawing. The specific operation is: click and select the Z1, Z2, Z3, Q1, Q2, Q3, CT1, CT2 annotations in the CAD drawing in turn. The software will automatically identify the wall columns, shear walls and foundation caps in the drawing and generate dividing lines at the structural connection parts. Through the dividing lines, users can quickly distinguish the areas with and without shear wall caps, that is, Figure 3 Then calculate the steel bar distribution of area 1 and area 2 respectively, as follows:

[0105] Take shear wall Q1 as an example. Shear wall Q1 is divided into 1 area 1 and 1 area 2. The standard height of area 1 is read through the reading module of the software. The marked height of area 1 in the drawing -5500 (i.e. 5.5 meters below the ground) is selected. Then, the thickness of the upper and lower protective layers is entered in the setting interface of the software. The thickness of the upper and lower protective layers will be stated in the general description of the building steel structure drawing. For example, in this embodiment, the thickness of the upper and lower protective layers is 250mm. Finally, the software will automatically calculate the height of the vertical reinforcement of area 1. The height of the vertical reinforcement of area 2 adopts the same principle.

[0106] According to the calculation formula: L1 = H1-(D 上 +D 下 ) The height of the vertical reinforcement in area 1 is 5500-250*2=5000, that is, the vertical reinforcement in area 1 is 5 meters long.

[0107] According to the calculation formula: L2 = H2-(D 上 +D 下 ) It is concluded that the height of the vertical reinforcement in area 2 is 6500-250*2=6000, that is, area 2 uses vertical reinforcement with a length of 6 meters.

[0108] The lengths of area 1 and area 2 are measured by the measuring module in the software system. The specific operation is: when measuring area 1, first select one end point of area 1, then select the other end point of area 1, and the software will automatically measure the length of area 1. In this embodiment, the length of area 1 in the shear wall Q1 is 6 meters, and the length of area 2 is measured in the same way as 2 meters;

[0109] Then read the spacing distance of the reinforcement arrangement through the reading module in the software. The specific operation is as follows: Figure 4As shown, select the annotation in the shear wall reinforcement cross-section: vertical reinforcement 22@150, 22 represents the diameter of the vertical reinforcement is 22mm, 150 represents the spacing distance of the vertical reinforcement is 150mm;

[0110] Finally, the software automatically calculates the number of reinforcements in area 1 and area 2.

[0111] According to the calculation formula: The number of vertical bars in area 1 is 6000 / 150=40. Figure 4 As shown, the vertical bars are arranged in parallel in two rows, that is, the two types of vertical bars in the figure are 40 or 80 in total, and the anchorage length at both ends of the vertical bars is Figure 4 There are markings in the diagram. Take the vertical reinforcement on the left as an example. The anchorage lengths at both ends are 450mm. By selecting the markings, the software can automatically identify and save them.

[0112] According to the calculation formula: It is found that the number of vertical ribs in area 2 is 2000 / 150=13.3. Since the calculation result is not an integer, the integer 13 is automatically selected and added 1, that is, the number of vertical ribs in area 2 is 14.

[0113] After calculating the length of the reinforcement in area 1 and area 2, calculate the number of hoops for the corresponding reinforcement in area 1 and area 2. The specific operation is: read the spacing distance of the hoop layout through the reading module in the software, such as Figure 4 As shown, select the annotation in the shear wall reinforcement cross-section: hoop 20@200, 20 represents the diameter of the hoop is 20mm, 200 represents the layout interval of the hoop is 200mm;

[0114] The number of hoops is automatically calculated by the software;

[0115] According to the calculation formula: The number of hoops on one stud in area 1 is: 5000 / 200 = 25. Since there are 40 studs in area 1, the total number of hoops in area 1 is: 25*40*2 = 2000, that is, the total number of hoops in area 1 is 2000.

[0116] According to the calculation formula: The number of hoops on one stud in area 2 is: 6000 / 200 = 30. Since there are 14 studs in area 2, the total number of hoops in area 2 is: 30*14*2 = 840, that is, the total number of hoops in area 2 is 840.

[0117] After the calculation is completed, the calculated data and the selected data are integrated and output through the output module to form a building material ingredient list, including the diameter, length, quantity, and anchorage length of the first vertical bar, the diameter, length, quantity, and anchorage length of the second vertical bar, the diameter and quantity of the first hoop, and the diameter and quantity of the second hoop.

[0118] The above embodiments are only for illustrating the technical concept and features of the present application, and their purpose is to enable people familiar with the technology to understand the content of the present application and implement it accordingly, and they cannot be used to limit the protection scope of the present application. Any equivalent transformation or modification made according to the spirit of the present application shall be included in the protection scope of the present application.

Claims

1. An industrial intelligent batching method based on building materials, characterized in that: include: Obtain a building steel structure drawing, select a shear wall portion in the building steel structure drawing, and identify and locate wall columns, wall bodies, and foundation caps in the shear wall portion in the drawing; Divide the wall reinforcement layout area into a first area and a second area according to the identified and located wall columns, wall bodies and foundation caps, wherein the first area is where there is no foundation cap under the wall body, and the second area is where there is a foundation cap under the wall body; Read the standard height of the first area in the building steel bar structure drawing to calculate the length of the first vertical reinforcement arranged in the first area, and read the standard height of the second area in the drawing to calculate the length of the second vertical reinforcement arranged in the second area; Obtain a cross-sectional view of the shear wall reinforcement, and read the diameter of the vertical reinforcement, the spacing between the vertical reinforcement, the anchorage length at both ends of the vertical reinforcement, the diameter of the hoop, and the spacing between the hoop in the cross-sectional view of the shear wall reinforcement; The steel bar layout distance of the first area in the building steel bar structure diagram is measured, and the number of first vertical bars arranged in the first area is calculated according to the read vertical bar layout interval distance; the steel bar layout distance of the second area in the building steel bar structure diagram is measured, and the number of second vertical bars arranged in the second area is calculated according to the read vertical bar layout interval distance; Calculating the number of first hoops arranged on the first stud according to the obtained hoop arrangement interval distance and the length of the first stud, and calculating the number of second hoops arranged on the second stud according to the obtained hoop arrangement interval distance and the length of the second stud; Obtain the diameter, length, quantity, and anchorage length of the first stud, obtain the diameter, length, quantity, and anchorage length of the second stud, obtain the diameter and quantity of the first hoop, obtain the diameter and quantity of the second hoop, and make the obtained data into a building material ingredient list.

2. The industrial intelligent batching method based on building materials according to claim 1, characterized in that: When identifying and locating the wall columns, wall bodies and foundation caps at the shear wall position in the building steel structure drawing, the numbers of the wall columns, the wall bodies and the foundation caps in the building steel structure drawing are selected in sequence.

3. The industrial intelligent batching method based on building materials according to claim 1, characterized in that: Calculating the length of the first vertical reinforcement arranged in the first area includes the following steps: Read the standard height data corresponding to the first area in the building steel bar structure diagram, Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram, Calculate the length of the first reinforcement in the first area using the following formula: L1=H1-(D 上 +D 下 ) Where L1 represents the length of the first vertical rib in the first area, H1 is the standard height in the first area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

4. The industrial intelligent batching method based on building materials according to claim 1, characterized in that: Calculating the length of the second vertical reinforcement arranged in the second area includes the following steps: Read the standard height data corresponding to the second area in the building steel bar structure diagram, Read the thickness of the upper and lower protective layers of the vertical reinforcement in the shear wall reinforcement cross-section diagram, Calculate the length of the second reinforcement in the second area using the following formula: L2=H2-(D 上 +D 下 ) Where L2 represents the length of the second vertical rib in the second area, H2 is the standard height in the second area, and D 上 Represents the thickness of the protective layer at the upper end of the reinforcement, D 下 Represents the thickness of the protective layer at the lower end of the reinforcement.

5. The industrial intelligent batching method based on building materials according to claim 1, characterized in that: Calculating the number of first vertical ribs arranged in the first area comprises the following steps: Measure the length of the first area of ​​all shear wall parts in the building steel structure diagram in turn and calculate the total length. Obtain the spacing distance of the vertical reinforcement from the shear wall reinforcement cross-section diagram. Calculate the number of first vertical bars arranged in the first area. The calculation formula is as follows: Where N1 represents the number of first vertical bars arranged in the first area, X1 represents the total distance of the steel bars arranged in the first area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

6. The industrial intelligent batching method based on building materials according to claim 1, characterized in that: Calculating the number of second vertical ribs arranged in the second area comprises the following steps: Measure the lengths of the second areas of all shear wall parts in the building reinforcement structure diagram in sequence and calculate the total length. Obtain the spacing distance of the vertical reinforcement from the shear wall reinforcement cross-section diagram. Calculate the number of second studs arranged in the second area using the following formula: Where N2 represents the number of second vertical bars arranged in the second area, X2 represents the total distance of the steel bars arranged in the second area of ​​the shear wall, and d 立 Represents the spacing distance of the vertical reinforcement.

7. The industrial intelligent batching method based on building materials according to claim 3, characterized in that: The number of first hoops arranged on the first stud is calculated using the following formula: Where n1 represents the number of first hoops on the first stud, L1 represents the length of the first stud, d 环 Represents the spacing distance between the hoop layouts.

8. The industrial intelligent batching method based on building materials according to claim 4, characterized in that: The number of second hoops arranged on the second stud is calculated using the following formula: Where n2 represents the number of second hoops on the second stud, L2 represents the length of the second stud, d 环 Represents the spacing distance between the hoop layouts.

9. The industrial intelligent batching method based on building materials according to any one of claims 5 to 8, characterized in that: When the value of N1 is not an integer, N1 is an integer, and the number of first ribs arranged in the first area is (N1+1); when the value of N2 is not an integer, N2 is an integer, and the number of second ribs arranged in the second area is (N2+1); when the value of n1 is not an integer, n1 is an integer, and the number of first hoops on the first rib is (n1+1); when the value of n2 is not an integer, n2 is an integer, and the number of second hoops on the second rib is (n2+1).

10. An industrial intelligent batching system based on building materials, characterized by: include: An identification module is used to identify wall columns, wall bodies and foundation cap components in the building steel bar structure diagram. A reading module, the reading module is used to read the standard height data in the building steel bar structure diagram, read the vertical bar diameter, vertical bar layout spacing distance, vertical bar anchorage length at both ends, hoop diameter and hoop layout spacing distance data in the shear wall steel bar cross-section diagram; A measuring module, the measuring module is used to measure the steel bar layout distance of the first area and the steel bar layout distance of the second area, a calculation module, the calculation module is used to analyze and calculate the length and number of the first stud, the length and number of the second stud, the number of the first hoops, and the number of the second hoops, An output module is used to output the diameter, length, quantity, and anchorage length of the first stud, the diameter, length, quantity, and anchorage length of the second stud, the diameter and quantity of the first hoop, and the diameter and quantity of the second hoop to form a building material ingredient list.

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