Rock wool sandwich outer wall and rock wool sandwich outer wall construction detection method and device

Abstract

The embodiment of the invention discloses a rock wool sandwich outer wall and a rock wool sandwich outer wall construction detection method and device. According to one specific implementation mode of the method, a wall surface wingceltis strip, a sandwich outer wall fixing frame, a flashing plate, a rock wool sandwich assembly and a corner plate assembly are included, the rock wool sandwich assembly comprises at least one rock wool sandwich plate, the corner plate assembly comprises at least one corner plate, and the wall surface wingceltis strip is arranged on the first side of a wall surface keel in an embedded mode; the sandwich outer wall fixing frame is fixed to the first side of the wall wingceltis strip through a fixing bolt. The flashing plate is arranged on the second side of the sandwich outer wall fixing frame in an extending mode. The rock wool sandwich assembly is fixed to the fourth side of the sandwich outer wall fixing frame and attached to the first side of the wall keel, and rock wool sandwich plates in at least one rock wool sandwich plate included in the rock wool sandwich assembly are transversely arranged at equal intervals; the corner plate assembly is fixed to the corner position of the wall keel. According to the implementation mode, the construction efficiency of the rock wool sandwich outer wall can be improved.

Description

Technical Field

[0001] The embodiments of the present disclosure relate to the field of wall construction, and in particular to a rock wool sandwich exterior wall, and a rock wool sandwich exterior wall construction detection method and device. Background Art

[0002] With the rapid development of my country's economy, manufacturing and logistics warehousing have entered the fast lane of development. The number and functional requirements of industrial plants are also increasing. In particular, the development of steel structure industrial plants is the fastest. The advantages of fast construction and low cost have made them the favorites of owners.

[0003] In steel-structured industrial plants, exterior wall panels come in a variety of forms, with the four most common methods being corrugated steel sheets, brick walls, ALC (Autoclaved Lightweight Concrete) panels, and rock wool sandwich panels. Rock wool sandwich panels, with their low-carbon, environmentally friendly, and green characteristics, have become the preferred choice for many owners. However, traditional rock wool sandwich panels are mostly constructed in vertical layouts, and the layout of the panels varies, resulting in slow processing and manufacturing. Furthermore, the slender wall panels are inconvenient to hoist and install, and they must be strictly installed according to the layout, which slows installation and creates excessive vertical seams between panels, resulting in poor waterproofing. Furthermore, the corners of the wall panels require secondary wrapping, which is time-consuming and labor-intensive.

[0004] The above information disclosed in this Background section is only for enhancement of understanding of the background of the inventive concept and therefore it may contain information that does not form the prior art that is already known to a person of ordinary skill in the art. Summary of the Invention

[0005] The content of this disclosure is used to briefly introduce concepts that will be described in detail in the detailed description section below. The content of this disclosure is not intended to identify key features or essential features of the claimed technical solution, nor is it intended to limit the scope of the claimed technical solution.

[0006] Some embodiments of the present disclosure propose rock wool sandwich exterior walls, rock wool sandwich exterior wall construction detection methods and devices to solve the technical problems mentioned in the above background technology section.

[0007] In a first aspect, some embodiments of the present disclosure provide a rock wool sandwich exterior wall, which includes: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich assembly and a corner panel assembly, wherein the rock wool sandwich assembly includes: at least one rock wool sandwich panel, and the corner panel assembly includes: at least one corner panel, wherein: the wall strip is embedded in a first side of a wall keel, wherein the wall keel is fixed to a fourth side of a wall base; the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, wherein the sandwich exterior wall fixing frame is an L-shaped fixing frame; the flashing The plate is extended and arranged on the second side of the sandwich exterior wall fixing frame; the rock wool sandwich assembly is fixed on the fourth side of the sandwich exterior wall fixing frame and is attached to the first side of the wall keel, wherein the rock wool sandwich panels of at least one rock wool sandwich panel included in the rock wool sandwich assembly are arranged horizontally at equal intervals, and the second side and the fourth side of the rock wool sandwich panel are provided with wall slots, wherein the wall slots are used for the panel embedding of two adjacent rock wool sandwich panels; the corner panel assembly is fixed at the corner position of the wall keel, wherein the corner panels of at least one corner panel included in the corner panel assembly are arranged at equal intervals.

[0008] In a second aspect, some embodiments of the present disclosure provide a method for detecting the construction of a rock wool sandwich exterior wall, the method comprising: establishing a building construction structure model according to a preset building support structure drawing; using the above-mentioned building construction structure model, conducting an in-depth review of the drawings of the above-mentioned building support structure drawing to obtain a drawing review result; in response to the drawing review result indicating that the review has passed, issuing a start installation instruction message to the construction terminal, wherein the above-mentioned start installation instruction message is used to notify the construction unit to perform rock wool sandwich exterior wall construction according to the dimensions in the above-mentioned building support structure drawing; in response to receiving a component construction completion instruction, performing a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result; in response to the construction inspection result indicating that the construction inspection has passed, issuing a continue construction instruction to the construction terminal.

[0009] On the third aspect, some embodiments of the present disclosure provide a rock wool sandwich exterior wall construction inspection device, which includes: an establishment unit, configured to establish a building construction structure model according to a preset building support structure drawing; a drawing deepening review unit, configured to perform a drawing deepening review on the above-mentioned building support structure model, and obtain a drawing review result; a first sending unit, configured to send a start installation instruction message to the construction terminal in response to the drawing review result indicating that the review is passed, wherein the above-mentioned start installation instruction message is used to notify the construction unit to perform rock wool sandwich exterior wall construction according to the dimensions in the above-mentioned building support structure drawing; a construction inspection unit, configured to perform a construction inspection on the construction component corresponding to the construction completion instruction in response to receiving a component construction completion instruction, and obtain a construction inspection result; a second sending unit, configured to send a continue construction instruction to the construction terminal in response to the construction inspection result indicating that the construction inspection is passed.

[0010] In a fourth aspect, some embodiments of the present disclosure provide an electronic device comprising: one or more processors; a storage device on which one or more programs are stored, and when the one or more programs are executed by one or more processors, the one or more processors implement the method described in any implementation manner of the above-mentioned second aspect.

[0011] In a fifth aspect, some embodiments of the present disclosure provide a computer-readable medium having a computer program stored thereon, wherein when the program is executed by a processor, the method described in any implementation of the second aspect above is implemented.

[0012] The above-mentioned various embodiments of the present disclosure have the following beneficial effects: the rock wool sandwich exterior wall of some embodiments of the present disclosure can facilitate the production of wall panels, improve installation speed and waterproof performance. Specifically, the processing and production speed is slow, and the slender wall panels are inconvenient to hoist and install. During installation, they need to be installed strictly according to the template, which slows the installation speed and has too many vertical seams between the panels, resulting in poor waterproofing. At the same time, the corners of the wall panels require secondary edging, which is time-consuming and labor-intensive. The reason is that traditional rock wool sandwich panels are mostly constructed with vertical layout, and the layout is inconsistent, resulting in slow processing and production speed. Based on this, some embodiments of the present disclosure provide a rock wool sandwich exterior wall comprising: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich assembly and a corner panel assembly, the rock wool sandwich assembly comprising: at least one rock wool sandwich panel, the corner panel assembly comprising: at least one corner panel, wherein: the wall strip is embedded in the first side of the wall keel, wherein the wall keel is fixed to the fourth side of the wall base; the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, wherein the sandwich exterior wall fixing frame is an L-shaped fixing frame; the flashing board is extended on the second side of the sandwich exterior wall fixing frame; the rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame and adheres to the first side of the wall keel, wherein the rock wool sandwich panels in at least one rock wool sandwich panel included in the rock wool sandwich assembly are arranged horizontally at equal intervals, and the second and fourth sides of the rock wool sandwich panels are provided with wall slots, wherein the wall slots are used for panel interlocking of two adjacent rock wool sandwich panels. Here, the sizes of the individual rock wool sandwich panels in the rock wool sandwich assembly are the same, so that their layouts can be the same, which speeds up their production. In addition, the rock wool sandwich panels are evenly laid out from bottom to top in a horizontal layout manner, so that the individual rock wool sandwich panels of the same size (for example, the same height) can be quickly installed, thereby improving installation efficiency. The corner panel assembly is fixed to the corner position of the wall keel, wherein the corner panels of at least one corner panel included in the corner panel assembly are arranged at equal intervals. Specifically, the corner panel is a component that is formed in one process and is used to replace the wall corner edging. Here, because of the introduction of the corner panel that is formed in one process, the corners of the rock wool sandwich exterior wall can be avoided to be hemmed twice, saving time and effort. Thereby, the construction efficiency is further improved. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] The above and other features, advantages, and aspects of the various embodiments of the present disclosure will become more apparent with reference to the following detailed description in conjunction with the accompanying drawings. Throughout the drawings, the same or similar reference numerals represent the same or similar elements. It should be understood that the drawings are schematic and that components and elements are not necessarily drawn to scale.

[0014] Figure 1 It is a schematic structural diagram of the rock wool sandwich exterior wall disclosed in the present invention;

[0015] Figure 2 It is a schematic diagram of the mosaic of rock wool sandwich panels;

[0016] Figure 3 It is a schematic diagram of the rock wool sandwich exterior wall;

[0017] Figure 4 This is a schematic diagram of the vertical joints of the wall panels;

[0018] Figure 5 is a flow chart of some embodiments of the rock wool sandwich exterior wall construction detection method according to the present disclosure;

[0019] Figure 6 It is a structural schematic diagram of some embodiments of the rock wool sandwich exterior wall construction detection device according to the present disclosure;

[0020] Figure 7 is a schematic structural diagram of an electronic device suitable for implementing some embodiments of the present disclosure. DETAILED DESCRIPTION

[0021] Embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. Although certain embodiments of the present disclosure are shown in the accompanying drawings, it should be understood that the present disclosure can be implemented in various forms and should not be construed as being limited to the embodiments described herein. On the contrary, these embodiments are provided to provide a more thorough and complete understanding of the present disclosure. It should be understood that the drawings and embodiments of the present disclosure are for illustrative purposes only and are not intended to limit the scope of protection of the present disclosure.

[0022] It should also be noted that, for ease of description, only the parts related to the invention are shown in the drawings. In the absence of conflict, the embodiments and features in the embodiments of the present disclosure may be combined with each other.

[0023] It should be noted that the concepts of "first" and "second" mentioned in this disclosure are only used to distinguish different devices, modules or units, and are not used to limit the order or interdependence of the functions performed by these devices, modules or units.

[0024] It should be noted that the modifications of "one" and "multiple" mentioned in the present disclosure are illustrative rather than restrictive, and those skilled in the art should understand that unless otherwise clearly indicated in the context, they should be understood as "one or more".

[0025] The names of the messages or information exchanged between multiple devices in the embodiments of the present disclosure are only used for illustrative purposes and are not used to limit the scope of these messages or information.

[0026] The present disclosure will be described in detail below with reference to the accompanying drawings and in conjunction with embodiments.

[0027] Figure 1 It is a structural schematic diagram of the rock wool sandwich exterior wall disclosed in the present invention.

[0028] The rock wool sandwich exterior wall includes: a wall strip 101, a sandwich exterior wall fixing frame 102, a flashing board 103, a rock wool sandwich assembly (not shown in the figure) and a corner panel assembly (not shown in the figure). The rock wool sandwich assembly includes: at least one rock wool sandwich panel 1041, and the corner panel assembly includes: at least one corner panel (not shown in the figure). The wall strip 101 is embedded in the first side of the wall keel. Specifically, the first side can refer to the right side, the second side can refer to the lower side, the third side can refer to the left side, and the fourth side can refer to the upper side. The wall keel is fixed to the wall base (such as Figure 1 The fourth side of the brick wall). The sandwich exterior wall fixing frame 102 is fixed to the first side of the wall strip 101 by a fixing bolt. The sandwich exterior wall fixing frame 102 is an L-shaped fixing frame. The flashing plate 103 is extended on the second side of the sandwich exterior wall fixing frame 102. The rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame 102 and is attached to the first side of the wall keel, wherein the rock wool sandwich panels 1041 of the at least one rock wool sandwich panel included in the rock wool sandwich assembly are arranged horizontally at equal intervals, and the second and fourth sides of the rock wool sandwich panels 1041 are provided with wall slots, wherein the wall slots are used for the panel interlocking of two adjacent rock wool sandwich panels. The corner panel assembly is fixed to the corner position of the wall keel (and the height value of the corner panel is the same as the height value of the rock wool sandwich panel, so that the position of the rock wool sandwich panel fixed on the wall corresponds horizontally), and is used as the wall corner edging. The corner panel is an L-shaped component. The corner panels of the at least one corner panel included in the corner panel assembly are arranged at equal intervals. For example, the corner panel may be an L-shaped waterproof steel plate.

[0029] Among them, the rock wool sandwich panel has a through-plate hole reserved at the wall panel slot position for lifting and transportation. In practice, the commonly used rock wool sandwich panels do not have a slot position, and in order to avoid water leakage, through-plate holes are often not reserved. When lifting, it is often necessary to use at least two lifting equipment (for example, a car crane, a boom truck, etc.) for lifting. At the same time, because the board body is smooth, it is easy to slip during lifting, which has a great impact on the construction of the rock wool sandwich panel. Therefore, the present application reserves a through-plate hole at the wall panel slot position of the rock wool sandwich panel, and only one car crane or boom truck is needed for lifting and transportation, which can greatly facilitate lifting and transportation. In addition, because no large holes are made on the surface of the board body, water leakage can be avoided. Therefore, through the rock wool sandwich exterior wall of some embodiments of the present disclosure, the number of car cranes, boom trucks, and construction personnel can be reduced during construction and setting. Thus, costs can be greatly saved.

[0030] For example, see Figure 2 . Figure 2 The wall panel slot 1043 at the upper edge of a rock wool sandwich panel 1041 and the wall panel slot 1042 at the lower edge of another rock wool sandwich panel 1041 are shown. Here, the wall panel slot 1043 at the upper edge can be a downward Y-shaped slot. One end of the Y-shaped slot is long and the other end is shorter. The wall panel slot 1042 at the lower edge can be composed of a U-shaped slot and a stepped slot. The U-shaped slot is used to fit into the shorter end of the Y-shaped slot, thereby achieving the purpose of embedding between two adjacent rock wool sandwich panels. In addition, the stepped slot of the wall panel slot 1042 at the lower edge includes two steps. The first side above the first step can be used to nail in fixing nails to achieve the purpose of fixing the rock wool sandwich panel 1041 on the lower layer. The second step is combined with the long end of the Y-shaped slot and extends downward, which can be used for waterproofing. Here, the waterproof design can also prevent rainwater from eroding the fixing nails.

[0031] As another example, see Figure 3 . Figure 3 A section of a rock wool sandwich exterior wall after construction is shown. Here, the height of each rock wool sandwich panel can be the same. Therefore, during assembly, each group of rock wool sandwich panels can be evenly fixed to the wall from bottom to top, forming a section of the rock wool sandwich exterior wall. As a result, uniform vertical wall panel joints are left between two adjacent groups of rock wool sandwich panels, and horizontal wall panel joints are left between two adjacent rock wool sandwich panels above and below. The horizontal wall panel joints between two adjacent groups of rock wool sandwich panels correspond to each other and have the same horizontal height. A group of rock wool sandwich panels arranged vertically are on the same central axis. Uniform vertical wall panel joints are left between two adjacent groups of rock wool sandwich panels, and horizontal wall panel joints are left between two adjacent groups of rock wool sandwich panels above and below. The horizontal wall panel joints between two adjacent groups of rock wool sandwich panels correspond to each other and have the same horizontal height.

[0032] As another example, refer to Figure 4The schematic diagram of the vertical joint of the wall panel is shown in FIG. Figure 4 As shown, the vertical seam of the wall panel between the two rock wool sandwich panels 1041 is aligned with the position of the wall keel. The rock wool sandwich panels are fixed by self-tapping screws 401. Before installing the slot, butyl tape is first pasted on both sides of the decorative seam to ensure good waterproof sealing. The slot is fixed to the wall purlin by a self-tapping screw. After the slot is installed, the buckle plate of the strip is installed. In addition, since the wall panels and wall strips (wall strips) are exposed at the door and window openings, they need to be edged to enhance the aesthetics. Therefore, aluminum plates are used to edge the doors and windows. Self-tapping screws are used to fix the edge brackets on the side of the door opening, and one is fixed at a spacing of 1 meter. Then the processed aluminum plates are buckled on the brackets, and the aluminum plates are fixed to the wall purlins with self-tapping screws. After the installation is completed, the aluminum plates are trimmed to make the edges beautiful.

[0033] In practice, rock wool sandwich panels are fixed to wall purlins. The layout of wall purlins affects the layout of exterior wall panels, and the layout of exterior wall panels, in turn, constrains the layout of wall purlins. The two mutually restrictive factors require comprehensive consideration. Because the wall panels are arranged horizontally, the wall purlins are designed to be arranged vertically to facilitate wall panel fixing. Both ends of the wall panels must be fixed to the wall purlins, so wall purlins must be installed at the wall panel joints. A comprehensive consideration of the layout and alignment of the two ensures that the rock wool sandwich panels are easy to process and construct. Furthermore, traditional rock wool sandwich panels are mostly constructed vertically. At the corners, they are separated and constructed in both the vertical and horizontal directions, and then the corners are hemmed. This practice is both time-consuming and labor-intensive. By switching to a horizontal layout, the vertical width of the rock wool sandwich panels is standardized, and the exterior wall corner panels can be directly divided into small components and formed in one go, eliminating the need for later hemming and improving the aesthetics of the exterior wall corners.

[0034] The above-mentioned various embodiments of the present disclosure have the following beneficial effects: the rock wool sandwich exterior wall of some embodiments of the present disclosure can facilitate the production of wall panels, improve installation speed and waterproof performance. Specifically, the processing and production speed is slow, and the slender wall panels are inconvenient to hoist and install. During installation, they need to be installed strictly according to the template, which slows the installation speed and has too many vertical seams between the panels, resulting in poor waterproofing. At the same time, the corners of the wall panels require secondary edging, which is time-consuming and labor-intensive. The reason is that traditional rock wool sandwich panels are mostly constructed with vertical layout, and the layout is inconsistent, resulting in slow processing and production speed. Based on this, some embodiments of the present disclosure provide a rock wool sandwich exterior wall comprising: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich assembly and a corner panel assembly, the rock wool sandwich assembly comprising: at least one rock wool sandwich panel, the corner panel assembly comprising: at least one corner panel, wherein: the wall strip is embedded in the first side of the wall keel, wherein the wall keel is fixed to the fourth side of the wall base; the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, wherein the sandwich exterior wall fixing frame is an L-shaped fixing frame; the flashing board is extended on the second side of the sandwich exterior wall fixing frame; the rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame and adheres to the first side of the wall keel, wherein the rock wool sandwich panels in at least one rock wool sandwich panel included in the rock wool sandwich assembly are arranged horizontally at equal intervals, and the second and fourth sides of the rock wool sandwich panels are provided with wall slots, wherein the wall slots are used for panel interlocking of two adjacent rock wool sandwich panels. Here, the sizes of the individual rock wool sandwich panels in the rock wool sandwich assembly are the same, so that their layouts can be the same, which speeds up their production. In addition, the rock wool sandwich panels are evenly laid out from bottom to top in a horizontal layout manner, so that the individual rock wool sandwich panels of the same size (for example, the same height) can be quickly installed, thereby improving installation efficiency. The corner panel assembly is fixed to the corner position of the wall keel, wherein the corner panels of at least one corner panel included in the corner panel assembly are arranged at equal intervals. Specifically, the corner panel is a component that is formed in one process and is used to replace the wall corner edging. Here, because of the introduction of the corner panel that is formed in one process, the corners of the rock wool sandwich exterior wall can be avoided to be hemmed twice, saving time and effort. Thereby, the construction efficiency is further improved.

[0035] Next reference Figure 5 , Figure 5 A process 500 of some embodiments of the rock wool sandwich exterior wall construction detection method according to the present disclosure is shown. The rock wool sandwich exterior wall construction detection method includes the following steps:

[0036] Step 501: Establish a building construction structure model according to a preset building support structure diagram.

[0037] In some embodiments, the execution subject (e.g., a computing device) of the rock wool sandwich exterior wall construction detection method can establish a building construction structure model based on a preset building support structure diagram. The building support structure diagram can be a three-dimensional structural diagram. The building construction structure model can be a three-dimensional building simulation model. The building support structure diagram is a structural diagram of each construction component in the rock wool sandwich exterior wall. Each construction component may include: a wall strip, a sandwich exterior wall fixing frame, a flashing, a rock wool sandwich assembly, and a corner plate assembly. The building construction structure model is a simulation structure model that characterizes the rock wool sandwich exterior wall. The wall strip is embedded in the first side of the wall keel, the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, the flashing extends to the second side of the sandwich exterior wall fixing frame, the rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame and is attached to the first side of the wall keel, and the corner plate assembly is fixed to the corner position of the wall keel.

[0038] It should be noted that the computing device described above can be either hardware or software. When the computing device is hardware, it can be implemented as a distributed cluster consisting of multiple servers or terminal devices, or as a single server or a single terminal device. When the computing device is software, it can be installed in the hardware devices listed above. It can be implemented as multiple software or software modules, for example, to provide distributed services, or as a single software or software module. No specific limitations are given here.

[0039] In some optional implementations of some embodiments, the execution entity establishes a building construction structure model according to a preset building support structure diagram, including:

[0040] Step S1: Obtain overall dimension information of a building support structure diagram. The overall dimension information includes the overall length, width, and height of the building structure. The overall dimension information of the building support structure diagram can be obtained from a database.

[0041] Step S2: Constructing a corresponding building construction structure model in a three-dimensional coordinate space in proportion to the overall length, width, and height values ​​included in the overall dimension information. The overall structure of the building support structure diagram can be mapped into the three-dimensional coordinate space, and then scaled according to the overall length, width, and / or height values ​​to obtain the building construction structure model.

[0042] In practice, commonly used building construction structural models often require dividing the building into different components, and then mapping each component individually into three-dimensional space, and then splicing them together to obtain an overall three-dimensional structural model. However, this method is more complex in terms of model structure, not only requiring more computing resources, but also prone to structural errors due to the splicing of individual components. Therefore, the above-mentioned embodiment of the present application can be used to avoid errors in component splicing by scaling the overall size of the building support structure. At the same time, the model components can be completed by only using the overall length value, overall width value or overall height value of the structure. Thereby, the efficiency of model construction is greatly improved and the occupation of computing resources is reduced.

[0043] Step 502: Using the building construction structure model, conduct a detailed review of the building support structure drawing to obtain a drawing review result.

[0044] In some embodiments, the execution entity may use the building construction structure model to conduct a detailed review of the building support structure drawing to obtain a drawing review result, wherein the drawing review result may be used to indicate whether the review has passed or failed.

[0045] In some optional implementations of some embodiments, the execution entity uses the building construction structure model to conduct a detailed review of the building support structure drawing to obtain a drawing review result, including:

[0046] Step S1: Utilizing the overall length, width, and height values ​​included in the overall dimension information, dimension identification is performed on each building support component in the building construction structure model to generate component dimension information, thereby obtaining a component dimension information set. The component dimension information includes the component length, width, and height values. Dimension identification can then be performed by the following steps: First, a building construction structure node can be mapped to the building construction structure model to separate the individual building support components in the building construction structure model. Here, the building construction structure node can be the center point of an associated location in the building structure. Each building construction structure node is associated with at least one building support component to characterize the connection relationship between the building support components. Then, the component dimension information of the building support component can be obtained using a preset component ratio as the ratio of the size of each building support component to the overall length, width, or height value.

[0047] Step S2 performs dimension verification on each component dimension information in the component dimension information set to generate a drawing review result. Preset dimension information corresponding to each building support component can be obtained from a database, including a preset length, width, and height. Next, the length ratio, width ratio, and height ratio of each building support component can be determined. A determination is made as to whether the length, width, and height ratios are within a preset error range. If so, the building support component passes the dimension review. Furthermore, at least two endpoint coordinates of each building support component can be determined. A component vector for the component between the two building support components is determined based on the at least two endpoint coordinates. Next, for each pair of connected building support components, the angle between the two corresponding component vectors is determined. If the angle is within the preset error range, the angle review of the building support component passes. Furthermore, the component vector can be used to verify the verticality of the component. Here, for each building support component, if the corresponding dimension review and angle review pass, a corresponding component review pass is generated. If all the building support components are reviewed and approved, a drawing review result indicating that the review has passed will be generated.

[0048] Optionally, you can also perform size calibration by following the steps below:

[0049] Step S1: Obtain the coordinates of the nail holes where each fixing nail is located in the building support structure diagram from the database to obtain a set of nail hole coordinate groups, wherein each nail hole coordinate group corresponds to a building support component and is used to represent the position of the nail hole for fixing the building support component.

[0050] Step S2: Convert the coordinates of each nail hole in the nail hole coordinate group set to the building construction structure model to obtain a converted nail hole coordinate group set. The coordinate conversion can be performed based on the relative positional relationship of the nail hole coordinates within the building support component. This allows the coordinates of each nail hole in each nail hole coordinate group to be converted from a two-dimensional coordinate system to the corresponding building support component in the building construction structure model. Here, the relative positional relationship can be the positional relationship of the nail hole position relative to the building support component in which it is located. For example, the distance between the nail hole position coordinate and one end of the building support component is 10 centimeters.

[0051] Step S3 classifies each converted nail hole coordinate group in the above-mentioned set of converted nail hole coordinate groups based on the fixed relationship of the building support components, thereby obtaining a coordinate control group corresponding to each building support component. Here, the fixed relationship of the building support components may be building support components corresponding to the same set of nail hole coordinates. For example, a rock wool sandwich panel is fixed to a sandwich exterior wall fixture via fixing nails. Thus, the rock wool sandwich panel and the sandwich exterior wall fixture are in a fixed relationship. Thus, based on the fixed relationship, the corresponding same set of converted nail hole coordinate groups can be determined as a coordinate control group. Furthermore, the coordinate control group can include two sets of nail hole identification sequences. The nail hole identifications in the two sets of nail hole identification sequences correspond one-to-one. Each nail hole identification corresponds to a converted nail hole coordinate.

[0052] Step S4: for each coordinate control group, determine the coordinate error value between the converted nail hole coordinates corresponding to each group of nail hole identifiers to obtain a coordinate error value sequence.

[0053] In step S5, if the maximum coordinate error of the coordinate error value sequence is less than the preset error threshold, and the average error is less than the preset error threshold, the corresponding building support component size is determined to have passed the review. If all building support components have passed the review, a drawing review result indicating that the review has passed is generated.

[0054] In practice, a common approach to dimension verification often involves individually reviewing individual dimensions, such as verifying whether the dimensions of building support components are within a preset tolerance range, or conducting a localized dimension review based on the gaps and gaps reserved for construction and the dimensions of the building support components. However, this approach not only fails to account for the overall tolerances of building components, but also easily overlooks the angles of building components, leading to missed inspections and potential dangers during construction. Therefore, the aforementioned embodiment of the present application first uses component proportions to determine the dimensional values ​​of each building support component in the building construction structure model. This allows comparison with the designed preset dimensional values ​​to determine whether there are significant dimensional errors. Furthermore, because the building construction structure model is directly generated through geometric scaling, its structural dimensions conform to the design of the building support structure diagram. Therefore, through dimensional comparison, it is possible to intuitively determine whether the dimensional design conforming to the building support structure diagram has flaws. Furthermore, in addition to dimensional errors, errors in the relative positional relationships between building support components are also considered. Therefore, component vectors are generated, and the angles between these vectors are used to determine the angular errors between the building support structures. Furthermore, we also consider the possibility of error accumulation. This means that even if the error of a single building support component is insufficient to exceed the error constraint, errors in two related building support components at opposite angles can easily lead to error accumulation, resulting in unnecessary component errors. Therefore, the aforementioned embodiment of the present application, by introducing the coordinates of the nail holes where the fixing nails are located, can be used to further determine the relative displacement between building support components based on the fixed relationship between the building support components where the nail hole coordinates are located. This can be used to detect hidden component errors, significantly improving the accuracy of drawing review results.

[0055] Step 503: In response to the drawing review result indicating that the review is passed, a start installation instruction message is sent to the construction terminal.

[0056] In some embodiments, the execution entity can issue a start-installation instruction to the construction terminal in response to the drawing review indicating approval. This start-installation instruction can include instructions for installing wall strips, sandwich wall fixtures, or flashing. In practice, the construction sequence for a rock wool sandwich wall might be: 1. Wall strips, 2. Sandwich wall fixtures, 3. Flashing, 4. Rock wool sandwich assembly, 5. Corner panel assembly. Thus, issuing a start-installation instruction to the construction terminal can notify installers to proceed according to the construction sequence.

[0057] Step 504 , in response to receiving the component construction completion instruction, performing a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result.

[0058] In some embodiments, the execution entity may, in response to receiving a component construction completion instruction, perform a construction inspection on the construction component corresponding to the construction completion instruction and obtain a construction inspection result. The component construction completion instruction indicates that construction of at least one of the following has been completed: a wall strip, a sandwich exterior wall fixing frame, a flashing, a rock wool sandwich assembly, and a corner panel assembly.

[0059] Optionally, after the sandwich panel mounting brackets and flashing have been installed, they can be inspected. For example, the flashing should be installed inside the sandwich panel mounting brackets, spaced 1 meter apart. Use a level and a ruler to verify the levelness of the mounting, maintaining an accuracy of ±2 mm. Once the installation accuracy is confirmed to be within the tolerance, secure the sandwich panel mounting brackets and flashing to the wall purlins using self-tapping screws. Rockwool sandwich panels are secured to the wall purlins using self-tapping screws drilled through the panels. However, the screws must be positioned within the slots where the upper and lower panels fit together. Otherwise, the screws will be exposed, posing a risk of rainwater erosion. Specifically, at least three threads should be visible after the self-tapping screws penetrate the purlins. The width of the wall panel's support surface on the purlin should be ≥50 mm, with the self-tapping screws 15 mm from the edge and 20 mm between the screws. When installing adjacent rock wool sandwich panels, it is important to control the size of the inter-panel seams. This should be controlled according to the panel seam size designed in the detailed drawing of the exterior wall panels, with the error kept within ±2 mm.

[0060] In some optional implementations of some embodiments, a component construction completion instruction indicates completion of construction of a construction component, where the construction component is one of the following: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich panel, or a corner panel. In response to receiving the component construction completion instruction, the execution entity performs a construction inspection on the construction component corresponding to the construction completion instruction, and obtains a construction inspection result, including:

[0061] Step S1: In response to a component construction completion instruction indicating the completion of rock wool sandwich panel construction, a measurement instruction is issued to a construction terminal for tool measurement. The component construction completion instruction can be issued by the construction terminal. Specifically, after each construction task is completed, the construction personnel will receive the corresponding component construction completion instruction via the construction terminal. Thus, upon receiving the component construction completion instruction, the corresponding measurement instruction can be issued.

[0062] In practice, during the construction of rock wool sandwich panels, measurements are required after each installation of M (e.g., 1, 2, 5, etc.) rock wool sandwich panels. Measurement instructions can be used to instruct construction workers to perform measurements. Measuring tools can include, but are not limited to, at least one of the following: a ruler, a level, a theodolite, a laser level, etc. For example, a laser level can be used to measure the flatness between multiple rock wool sandwich panels.

[0063] Step S2: In response to determining that the tool measurement has passed, a first plate pressure value sequence measured by the pressure detection equipment assembly is obtained. The component construction completion instruction indicates the completion of the installation step of a rock wool sandwich panel and a lower structure. The lower structure is a sandwich exterior wall fixture or an installed rock wool sandwich panel. The pressure detection equipment assembly is placed before installing the rock wool sandwich panel. The pressure detection equipment assembly includes at least one pressure detection device for detecting the pressure value between the rock wool sandwich panel and the lower structure. After obtaining the first plate pressure value sequence, it is determined whether the rock wool sandwich panel has completed the fixing operation step.

[0064] In practice, first, before installing the rock wool sandwich panel, at least one pressure detection device is placed on the installed rock wool sandwich panel. Here, the pressure detection device can be a pressure sensor. Then, when the rock wool sandwich panel is hoisted and placed, the lower frame of the rock wool sandwich panel will exert pressure on the pressure detection device, thereby measuring the pressure value as the first panel pressure value. In addition, after the rock wool sandwich panel is installed, the pressure detection device assembly can be disassembled and the pressure detection device assembly can be reset to zero for re-placement and measurement of subsequent rock wool sandwich panels. Specifically, the measurement height of the pressure detection device can be pre-designed according to the height of the rock wool sandwich panel slot, so as to avoid affecting the installation of the panel due to the pressure detection device being too high, and to avoid failing to measure the pressure value due to the pressure detection device being too low.

[0065] Step S3, in response to determining that the above-mentioned rock wool sandwich panel has completed the fixing operation step, the second plate pressure value sequence is obtained through the above-mentioned pressure detection equipment assembly. Among them, the pressure detection equipment assembly is reset to zero before detecting the first plate pressure value sequence. Specifically, the rock wool sandwich panel is not fixed after being hoisted and placed, but is only embedded through the slots of the upper and lower plates. The measured first plate pressure value is also the pressure value measured after the plate is embedded. Therefore, after the plate is embedded, a stable first plate pressure value sequence can be measured. Then, the construction personnel can fix the rock wool sandwich panel by various means (such as using a hand drill to drive in self-tapping screws). After this process is completed, the second plate pressure value sequence can be measured.

[0066] In practice, torque-induced displacement occurs when screws are driven in unevenly, and due to the elastic deformation of the rock wool sandwich panel, this causes variations in the interlocking pressure. Consequently, the second panel pressure value sequence detected differs from the first, and the second panel pressure value sequence, based on the first panel pressure value sequence, can reflect the degree of torque-induced displacement of the panel after fixation.

[0067] For example, see Figure 5Schematic diagram of embedding between the upper and lower rock wool sandwich panels shown.

[0068] Step S4, based on the above-mentioned first plate pressure numerical sequence, generates a plate embedded pressure linear equation. The position where the pressure detection device is placed can be fixed. Thus, the position coordinates of the pressure detection device can be converted to the building construction structure model to obtain a converted device coordinate group. Here, each converted device coordinate corresponds to a first plate pressure numerical value. Therefore, the horizontal coordinates of each converted device coordinate and the corresponding first plate pressure numerical value can be combined as the vertical coordinate value into a pressure coordinate sequence. Thus, each pressure coordinate can be linearly fitted to generate a plate embedded pressure linear equation.

[0069] In practice, the degree of freedom of the plate in the vertical direction of the wall is limited by the groove between the fixing nails and the plate, and the displacement force is not large, so it can be ignored. The lateral degree of freedom of the plate is limited by the friction of the groove between the fixing nails and the plate. Therefore, by introducing pressure detection equipment, only the degree of freedom of the plate in the vertical direction is detected to determine whether the embedding force between the plates is uniform. In addition, considering that the hardness of the plate in the vertical direction will not have local deformation during the installation process, the change in the degree of freedom of the plate in the vertical direction can be represented only by a linear equation, avoiding representation by curve fitting. Therefore, not only can the overall pressure situation of the plate in the vertical direction be characterized by the linear equation of the plate embedding pressure, but the computing resources required for the fitting process can also be reduced, and the fitting speed can be accelerated. In turn, the efficiency of construction inspection is improved.

[0070] Step S5: Generate a linear equation for the plate movement pressure based on the second plate pressure value sequence. First, the current pressure coordinate sequence can be determined according to the pressure coordinate generation steps described above. Then, a linear fit can be performed on each current pressure coordinate to obtain a linear equation for the plate movement pressure.

[0071] Step S6, based on the above-mentioned plate embedding pressure linear equation and the above-mentioned plate movement pressure linear equation, generate the construction inspection result corresponding to the above-mentioned rock wool sandwich panel. Among them, first, determine the slope value of the above-mentioned plate embedding pressure linear equation. If the slope value is greater than the preset slope threshold, it is determined that the plate body's slot embedding pressure is unbalanced, that is, after the rock wool sandwich panel currently under construction is embedded in the slot of the rock wool sandwich panel of the lower layer, the pressure on the left and right sides of the plate body in the vertical direction is different. Secondly, determine the slope difference between the above-mentioned plate embedding pressure linear equation and the above-mentioned plate movement pressure linear equation. If the slope difference is greater than the preset slope difference, it means that the degree of torque-induced displacement of the plate body after fixation is large, and therefore, it is necessary to remove the screws and re-fix the plate body. Finally, if the slope value is greater than the preset slope threshold and the slope difference is greater than the preset slope difference, a construction inspection result indicating that the construction inspection has failed is generated.

[0072] Step 505: In response to the construction inspection result indicating that the construction inspection has passed, a construction continuation instruction is issued to the construction terminal.

[0073] In some embodiments, the execution entity can issue a continue construction instruction to the construction terminal in response to the construction inspection result indicating a passing construction inspection. Here, passing the construction inspection indicates that the embedding force between the rock wool sandwich panels is balanced. Thus, by sending a continue construction instruction to the construction terminal, the construction personnel can be notified to continue construction of the rock wool sandwich exterior wall.

[0074] Optionally, the execution entity may further include the following steps:

[0075] In the first step, in response to the drawing review result indicating that the review has failed, the support structure drawing is resized to obtain an adjusted structure drawing. For building support components that have failed the size review, a modification prompt can be sent to the engineer terminal to adjust the drawing size to obtain an adjusted structure drawing.

[0076] In the second step, in response to the construction inspection result indicating that the construction inspection has failed, a construction adjustment instruction is issued based on the construction inspection result. The construction inspection result includes construction adjustment information, and the construction adjustment instruction is used to notify the construction unit to adjust the construction components according to the construction adjustment information.

[0077] In practice, when the slot embedding setting of the above-mentioned rock wool sandwich panel is used to construct the rock wool sandwich exterior wall, although the connection between the panels can be further strengthened, the large gap between the upper and lower panels after embedding makes it easy to be eroded by wind (the upper panel at the gap is subjected to outward force). If the embedding force between the panels is uneven, the upper and lower panels will shake under long-term wind erosion, which will cause the embedding gap between the panels to become larger and larger over time, and eventually lead to cracking between the rock wool sandwich panels (for example, the screws become loose and the slot between the two panels becomes larger and larger). Thus, the service life of the rock wool sandwich exterior wall is reduced. In order to avoid this situation, the above-mentioned embodiment of the present application can be used to perform pressure detection on the construction process of each rock wool sandwich panel during the wall construction phase by introducing a pressure detection component, and the body embedding pressure linear equation and the body movement pressure linear equation are obtained. Therefore, it can be used to determine whether there is uneven embedding pressure in the rock wool sandwich panel. The generated linear equations for the body embedding pressure and the body moving pressure can be used to determine the specific cause of uneven pressure within the rock wool sandwich panel, such as unevenness caused by installation or unevenness caused by the tightening of the panel with fixing screws. This allows the precise determination of the pressure level and the corresponding factors. Furthermore, construction personnel can be promptly notified and corrective action taken. This multi-level measurement and control approach improves the installation accuracy of rock wool sandwich panels, thereby extending their service life.

[0078] Further references Figure 6 As an implementation of the methods shown in the above figures, the present disclosure provides some embodiments of a rock wool sandwich exterior wall construction detection device. These device embodiments are similar to Figure 5 Corresponding to the method embodiments shown, the rock wool sandwich exterior wall construction detection device can be specifically applied to various electronic devices.

[0079] like Figure 6As shown, some embodiments of a rock wool sandwich exterior wall construction inspection device 600 include: an establishment unit 601, a drawing deepening and review unit 602, a first sending unit 603, a construction inspection unit 604, and a second sending unit 605. The establishment unit 601 is configured to establish a building construction structure model based on a preset building support structure drawing; the drawing deepening and review unit 602 is configured to perform a drawing deepening and review on the building support structure drawing using the building construction structure model to obtain a drawing review result; the first sending unit 603 is configured to, in response to the drawing review result indicating that the review is passed, issue a start installation instruction message to a construction terminal, wherein the start installation instruction message is used to notify the construction unit to perform rock wool sandwich exterior wall construction according to the dimensions in the building support structure drawing; the construction inspection unit 604 is configured to, in response to receiving a component construction completion instruction, perform a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result; and the second sending unit 605 is configured to, in response to the construction inspection result indicating that the construction inspection is passed, issue a continue construction instruction to the construction terminal.

[0080] It is understandable that the units described in the rock wool sandwich exterior wall construction detection device 600 are similar to those described in the reference Figure 5 Therefore, the operations, features and beneficial effects described above for the method are also applicable to the rock wool sandwich exterior wall construction detection device 600 and the units contained therein, and will not be repeated here.

[0081] Reference below Figure 7 , which shows a schematic structural diagram of an electronic device (such as a computing device) suitable for implementing some embodiments of the present disclosure. Figure 7 The electronic device shown is only an example and should not limit the functions and scope of use of the embodiments of the present disclosure. Figure 7 As shown, the computer device includes a processor, a memory and a network interface connected via a system bus, wherein the memory may include a non-volatile storage medium and an internal memory. The non-volatile storage medium may store an operating system and a computer program. The computer program includes program instructions, which, when executed, may enable the processor to execute any of the above methods. The processor is used to provide computing and control capabilities to support the operation of the entire computer device. The internal memory provides an environment for the operation of the computer program in the non-volatile storage medium, which, when executed by the processor, may enable the processor to execute any of the above methods. The network interface is used for network communication, such as sending assigned tasks, etc. Those skilled in the art will understand that Figure 7The structure shown in the figure is merely a block diagram of a portion of the structure related to the solution of the present disclosure, and does not constitute a limitation on the computer device to which the solution of the present disclosure is applied. The specific computer device may include more or fewer components than shown in the figure, or combine certain components, or have a different component arrangement.

[0082] It should be understood that the processor may be a central processing unit (CPU), other general-purpose processors, digital signal processors (DSP), application-specific integrated circuits (ASIC), field-programmable gate arrays (FPGA) or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, etc. The general-purpose processor may be a microprocessor or any conventional processor, etc.

[0083] In one embodiment, the processor is used to run a computer program stored in a memory to implement the following steps: establishing a building construction structure model according to a preset building support structure drawing; using the building construction structure model, conducting a drawing in-depth review of the building support structure drawing to obtain a drawing review result; in response to the drawing review result indicating that the review has passed, issuing a start installation instruction message to the construction terminal, wherein the start installation instruction message is used to notify the construction unit to perform rock wool sandwich exterior wall construction according to the dimensions in the building support structure drawing; in response to receiving a component construction completion instruction, performing a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result; in response to the construction inspection result indicating that the construction inspection has passed, issuing a continue construction instruction to the construction terminal.

[0084] An embodiment of the present disclosure further provides a computer-readable storage medium, on which a computer program is stored. The computer program includes program instructions. The method implemented when the program instructions are executed can refer to the various embodiments of the method described above in the present disclosure.

[0085] The computer-readable storage medium may be an internal storage unit of the computer device described in the aforementioned embodiment, such as a hard disk or memory of the computer device. The computer-readable storage medium may also be an external storage device of the computer device, such as a plug-in hard disk, a SmartMedia Card (SMC), a Secure Digital (SD) card, a flash memory card, etc., provided on the computer device.

[0086] It should be noted that, in this document, the terms "comprises," "includes," or any other variations thereof are intended to encompass non-exclusive inclusion, such that a process, method, article, or system comprising a series of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or system. In the absence of further limitations, an element defined by the phrase "comprising a ..." does not exclude the presence of other identical elements in the process, method, article, or system comprising the element.

[0087] The above description is only an illustration of some preferred embodiments of the present disclosure and the technical principles used. Those skilled in the art should understand that the scope of the invention involved in the embodiments of the present disclosure is not limited to the technical solutions formed by the specific combination of the above-mentioned technical features, but should also cover other technical solutions formed by any combination of the above-mentioned technical features or their equivalent features without departing from the above-mentioned inventive concept. For example, the above-mentioned features are replaced with (but not limited to) technical features with similar functions disclosed in the embodiments of the present disclosure.

Claims

1. A rock wool sandwich exterior wall, characterized in that: The rock wool sandwich exterior wall includes: wall strips, sandwich exterior wall fixing frames, flashing boards, rock wool sandwich components and corner panel components. The rock wool sandwich components include: at least one rock wool sandwich panel, and the corner panel components include: at least one corner panel, wherein: The wall strip is embedded in the first side of the wall keel, wherein the wall keel is fixed to the fourth side of the wall base; The sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, wherein the sandwich exterior wall fixing frame is an L-shaped fixing frame; The flashing plate is extended and arranged on the second side of the sandwich exterior wall fixing frame; The rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame and is attached to the first side of the wall keel, wherein the rock wool sandwich panels of at least one rock wool sandwich panel included in the rock wool sandwich assembly are arranged horizontally at equal intervals, and the second side and the fourth side of the rock wool sandwich panel are provided with wall slots, wherein the wall slots are used for panel insertion of two adjacent rock wool sandwich panels; The corner panel assembly is fixed at a corner position of the wall keel, wherein the corner panels of at least one corner panel included in the corner panel assembly are arranged at equal intervals.

2. A rock wool sandwich exterior wall construction detection method, applied to the rock wool sandwich exterior wall according to claim 1, characterized in that: include: According to a preset building support structure diagram, a building construction structure model is established, wherein the building support structure diagram is a structural diagram of each construction component in the rock wool sandwich exterior wall, and each construction component includes: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich assembly, and a corner plate assembly; the building construction structure model is a simulation structure model representing the rock wool sandwich exterior wall, wherein the wall strip is embedded in a first side of the wall keel, the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, the flashing board is extended to the second side of the sandwich exterior wall fixing frame, the rock wool sandwich assembly is fixed to the fourth side of the sandwich exterior wall fixing frame and is attached to the first side of the wall keel, and the corner plate assembly is fixed to the corner position of the wall keel; Using the building construction structure model, conducting a drawing in-depth review of the building support structure drawing to obtain a drawing review result; In response to the drawing review result indicating that the review is passed, sending a start installation instruction message to the construction terminal, wherein the start installation instruction message is used to notify the construction unit to carry out the rock wool sandwich exterior wall construction according to the dimensions in the building support structure drawing; In response to receiving a component construction completion instruction, performing a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result, wherein the component construction completion instruction indicates that construction of at least one of the wall strips, the sandwich exterior wall fixing frame, the flashing board, the rock wool sandwich assembly, and the corner panel assembly has been completed; In response to the construction inspection result indicating that the construction inspection has passed, a construction continuation instruction is issued to the construction terminal.

3. The method according to claim 2, characterized in that The method further comprises: In response to the drawing review result indicating that the review has failed, adjusting the size of the bracket structure drawing to obtain an adjusted structure drawing; In response to the construction inspection result indicating that the construction inspection has failed, a construction adjustment instruction is issued based on the construction inspection result, wherein the construction inspection result includes construction adjustment information, and the construction adjustment instruction is used to notify the construction unit to adjust the construction components according to the construction adjustment information.

4. The method according to claim 2, characterized in that The method of establishing a building construction structure model according to a preset building support structure diagram includes: Obtaining overall dimension information of the building support structure drawing, wherein the overall dimension information includes an overall length value, an overall width value, and an overall height value of the building structure; According to the overall length value, the overall width value and the overall height value included in the overall size information, a corresponding building construction structure model is constructed in equal proportion in the three-dimensional coordinate space.

5. The method according to claim 2, characterized in that The method of using the building construction structure model to conduct a detailed review of the building support structure drawing to obtain a drawing review result includes: Using the overall length value, the overall width value, and the overall height value included in the overall size information, size identification is performed on each building support component in the building construction structure model to generate component size information, thereby obtaining a component size information set, wherein the component size information includes the component length value, the component width value, and the component height value; Dimensional proofreading is performed on each component dimension information in the component dimension information set to generate a drawing review result.

6. The method according to claim 2, characterized in that The component construction completion instruction indicates that construction of the construction component is completed, wherein the construction component is one of the following: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich panel, or a corner panel, wherein, in response to receiving the component construction completion instruction, a construction inspection is performed on the construction component corresponding to the construction completion instruction to obtain a construction inspection result, including: In response to the component construction completion instruction indicating that the rock wool sandwich panel construction is completed, a measurement instruction is issued to the construction terminal for performing tool measurement; In response to determining that the tool measurement is passed, a first plate body pressure value sequence measured by the pressure detection equipment assembly is obtained, wherein the component construction completion instruction indicates that the inlaying step of a rock wool sandwich panel and a lower structure is completed, the lower structure is a sandwich exterior wall fixing frame or an installed rock wool sandwich panel, the pressure detection equipment assembly is placed before installing the rock wool sandwich panel, the pressure detection equipment assembly includes at least one pressure detection device for detecting the pressure value between the rock wool sandwich panel and the lower structure, wherein after obtaining the first plate body pressure value sequence, it is determined whether the rock wool sandwich panel has completed the fixing operation step; In response to determining that the rock wool sandwich panel has completed the fixing operation step, obtaining a second panel pressure value sequence through the pressure detection device assembly, wherein the pressure detection device assembly is reset to zero before detecting the first panel pressure value sequence; generating a plate mounting pressure linear equation based on the first plate pressure numerical sequence; generating a plate movement pressure linear equation based on the second plate pressure numerical sequence; According to the panel embedding pressure linear equation and the panel movement pressure linear equation, a construction inspection result corresponding to the rock wool sandwich panel is generated.

7. A rock wool sandwich exterior wall construction detection device, characterized in that: include: an establishing unit configured to establish a building construction structure model according to a preset building support structure diagram, wherein the building support structure diagram is a structural diagram of each construction component in the rock wool sandwich exterior wall, and each construction component includes: a wall strip, a sandwich exterior wall fixing frame, a flashing board, a rock wool sandwich assembly, and a corner plate assembly; and the building construction structure model is a simulation structure model representing the rock wool sandwich exterior wall, wherein the wall strip is embedded in a first side of the wall keel, the sandwich exterior wall fixing frame is fixed to the first side of the wall strip by a fixing bolt, the flashing board is extended to the second side of the sandwich exterior wall fixing frame, the rock wool sandwich assembly is fixed to a fourth side of the sandwich exterior wall fixing frame and is attached to the first side of the wall keel, and the corner plate assembly is fixed to a corner position of the wall keel; A drawing deepening review unit is configured as the building construction structure model, performs a drawing deepening review on the building support structure drawing, and obtains a drawing review result; The first sending unit is configured to send a start installation instruction message to the construction terminal in response to the drawing review result indicating that the review is passed, wherein the start installation instruction message is used to notify the construction unit to perform rock wool sandwich exterior wall construction according to the dimensions in the building support structure drawing; a construction inspection unit configured to, in response to receiving a component construction completion instruction, perform a construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result, wherein the component construction completion instruction indicates that construction of at least one of the wall strips, the sandwich exterior wall fixing frame, the flashing board, the rock wool sandwich assembly, and the corner panel assembly has been completed; The second sending unit is configured to send a construction continuation instruction to the construction terminal in response to the construction inspection result indicating that the construction inspection has passed.

8. An electronic device, characterized in that: include: one or more processors; a storage device having one or more programs stored thereon, When the one or more programs are executed by the one or more processors, the one or more processors implement the rock wool sandwich exterior wall construction detection method as described in any one of claims 2 to 6.

9. A computer-readable medium, characterized in that A computer program is stored thereon, wherein when the program is executed by a processor, the rock wool sandwich exterior wall construction detection method as described in any one of claims 2 to 6 is implemented.

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