Rock wool sandwich exterior walls, rock wool sandwich exterior wall construction testing methods and devices

Abstract

This disclosure presents embodiments of rock wool sandwich exterior walls, a method and apparatus for inspecting the construction of rock wool sandwich exterior walls. One specific embodiment of the method includes: wall purlins, a sandwich exterior wall fixing frame, flashing, a rock wool sandwich assembly, and a corner plate assembly. The rock wool sandwich assembly includes at least one rock wool sandwich panel, and the corner plate assembly includes at least one corner plate. The wall purlins are embedded in a first side of the wall joists; the sandwich exterior wall fixing frame is fixed to the first side of the wall purlins by fixing bolts; the flashing extends to a 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 adheres to the first side of the wall joists, wherein the rock wool sandwich panels in the at least one rock wool sandwich panel of the rock wool sandwich assembly are arranged horizontally at equal intervals; and the corner plate assembly is fixed to the corner position of the wall joists. This embodiment can improve the construction efficiency of rock wool sandwich exterior walls.

Description

Technical Field

[0001] The embodiments disclosed herein relate to the field of wall construction, specifically to rock wool sandwich exterior walls, and methods and apparatus for testing the construction of rock wool sandwich exterior walls. Background Technology

[0002] With the rapid development of my country's economy, the manufacturing and logistics warehousing industries have entered a period of rapid growth, and the number and functional requirements of industrial plants are also increasing day by day. In particular, the development of steel structure industrial plants has been the fastest, and their advantages such as fast construction and low cost have made them a favorite among owners.

[0003] In steel structure industrial plants, there are various forms of exterior wall panels. Common methods include profiled 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 panel construction often involves vertical layouts with inconsistent panel types, resulting in slow processing speeds. Furthermore, the installation of slender wall panels is inconvenient, requiring strict adherence to the panel type, further slowing down the installation process. Excessive vertical seams between panels lead to poor waterproofing. Additionally, secondary edging is required at wall panel corners, which is time-consuming and labor-intensive.

[0004] The information disclosed in this background section is only intended to enhance the understanding of the background of the inventive concept, and therefore may contain information that does not form prior art known to those skilled in the art. Summary of the Invention

[0005] The summary portion of this disclosure is intended to provide a brief overview of the concepts, which will be described in detail in the detailed description portion. This summary portion is not intended to identify key or essential features of the claimed technical solutions, nor is it intended to limit the scope of the claimed technical solutions.

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

[0007] In a first aspect, some embodiments of this disclosure provide a rock wool sandwich wall, comprising: wall purlins, a sandwich wall fixing frame, flashing, a rock wool sandwich assembly, and a corner plate assembly. The rock wool sandwich assembly includes at least one rock wool sandwich panel, and the corner plate assembly includes at least one corner plate. The wall purlins are embedded in a first side of the wall joists, which are fixed to a fourth side of the wall base. The sandwich wall fixing frame is fixed to the first side of the wall purlins by fixing bolts, and is an L-shaped fixing frame. The flashing... The panel extends to the second side of the sandwich wall fixing frame; the rock wool sandwich assembly is fixed to the fourth side of the sandwich wall fixing frame and adheres to the first side of the wall keel, wherein the rock wool sandwich panel in at least one of the rock wool sandwich panels in the rock wool sandwich assembly is arranged horizontally at equal intervals, and the second and fourth sides of the rock wool sandwich panel are provided with wall grooves, wherein the wall grooves are used for the panel fitting of two adjacent rock wool sandwich panels; the corner panel assembly is fixed to the corner position of the wall keel, wherein the corner panel in at least one of the corner panels in the corner panel assembly is arranged at equal intervals.

[0008] Secondly, some embodiments of this disclosure provide a construction inspection method for rock wool sandwich exterior walls. The method includes: establishing a building construction structure model based on a preset building support structure drawing; using the building construction structure model to conduct a detailed review of the building support structure drawing to obtain a drawing review result; in response to the drawing review result indicating approval, issuing a start installation instruction to the construction terminal, wherein the start installation instruction is used to notify the construction unit to construct the rock wool sandwich exterior wall according to the dimensions in the building support structure drawing; in response to receiving a component construction completion instruction, conducting construction inspection on the construction component corresponding to the construction completion instruction to obtain a construction inspection result; and in response to the construction inspection result indicating approval of the construction inspection, issuing a continue construction instruction to the construction terminal.

[0009] Thirdly, some embodiments of this disclosure provide a construction inspection device for rock wool sandwich exterior walls. The device includes: a modeling unit configured to establish a building construction structure model based on a preset building support structure drawing; a drawing refinement review unit configured to perform a drawing refinement review on the building support structure drawing using the building construction structure model, obtaining a drawing review result; a first sending unit configured to send a start installation instruction to a construction terminal in response to the drawing review result indicating approval, wherein the start installation instruction is used to notify the construction unit to construct the rock wool sandwich exterior wall according to the dimensions in the building support structure drawing; a construction inspection unit configured to perform construction inspection on the construction component corresponding to the received component construction completion instruction in response to receiving the component construction completion instruction, obtaining a construction inspection result; and a second sending unit configured to send a continue construction instruction to the construction terminal in response to the construction inspection result indicating successful construction inspection.

[0010] Fourthly, some embodiments of this disclosure provide an electronic device, including: one or more processors; and a storage device having one or more programs stored thereon, wherein when the one or more programs are executed by the one or more processors, the one or more processors implement the method described in any implementation of the second aspect above.

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

[0012] The above-described embodiments of this disclosure have the following beneficial effects: Rock wool sandwich wall panels according to some embodiments of this disclosure facilitate wall panel fabrication, improve installation speed, and enhance waterproofing. Specifically, traditional rock wool sandwich panel construction often involves vertical layout and inconsistent panel types, resulting in slow fabrication. Furthermore, excessive vertical seams between panels lead to poor waterproofing. Additionally, the corners of the wall panels require secondary edging, which is time-consuming and labor-intensive. Based on this, some embodiments of the rock wool sandwich wall disclosed herein include: wall purlins, a sandwich wall fixing frame, flashing, a rock wool sandwich assembly, and a corner plate assembly. The rock wool sandwich assembly includes at least one rock wool sandwich panel, and the corner plate assembly includes at least one corner plate. The wall purlins are embedded in the first side of the wall joists, which are fixed to the fourth side of the wall base. The sandwich wall fixing frame is fixed to the first side of the wall purlins by fixing bolts, and is an L-shaped fixing frame. The flashing extends to the second side of the sandwich wall fixing frame. The rock wool sandwich assembly is fixed to the fourth side of the sandwich wall fixing frame and adheres to the first side of the wall joists. The rock wool sandwich panels in the at least one rock wool sandwich panel of the rock wool sandwich assembly are arranged horizontally at equal intervals. The second and fourth sides of the rock wool sandwich panels are provided with wall grooves, which are used for the mating of adjacent rock wool sandwich panels. Here, all the rock wool sandwich panels in the rock wool sandwich assembly are the same size, which allows for a consistent panel layout and speeds up production. Furthermore, the rock wool sandwich panels are laid out horizontally from bottom to top, enabling the rapid installation of panels of the same size (e.g., the same height), improving installation efficiency. The corner panel assembly is fixed to the corner of the wall joists, and the corner panels in at least one corner panel are evenly spaced. Specifically, the corner panel is a one-piece prefabricated component used to replace wall corner edging. Here, the introduction of one-piece prefabricated corner panels avoids the need for secondary edging of the rock wool sandwich exterior wall corners, saving time and labor. This further improves construction efficiency. Attached Figure Description

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

[0014] Figure 1 This is a structural schematic diagram of the rock wool sandwich exterior wall disclosed herein;

[0015] Figure 2 This is a schematic diagram of the rock wool sandwich panel assembly;

[0016] Figure 3 This is a schematic diagram of a rock wool sandwich wall.

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

[0018] Figure 5 This is a flowchart of some embodiments of the rock wool sandwich wall construction testing method according to the present disclosure;

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

[0020] Figure 7 This is a schematic diagram of the structure of an electronic device suitable for implementing some embodiments of the present disclosure. Detailed Implementation

[0021] Embodiments of this disclosure will now be described in more detail with reference to the accompanying drawings. While some embodiments of this disclosure are shown in the drawings, it should be understood that this disclosure can be implemented in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided to provide a more thorough and complete understanding of this disclosure. It should be understood that the accompanying drawings and embodiments of this disclosure are for illustrative purposes only and are not intended to limit the scope of protection of this disclosure.

[0022] It should also be noted that, for ease of description, only the parts relevant to the invention are shown in the accompanying drawings. Unless otherwise specified, the embodiments and features described in this disclosure can be combined with each other.

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

[0024] It should be noted that the terms "a" and "a plurality of" used in this disclosure are illustrative rather than restrictive, and those skilled in the art should understand that, unless otherwise expressly indicated in the context, they should be understood as "one or more".

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

[0026] This disclosure will now be described in detail with reference to the accompanying drawings and embodiments.

[0027] Figure 1 This is a structural schematic diagram of the rock wool sandwich exterior wall disclosed herein.

[0028] The rock wool sandwich wall includes: wall purlins 101, a sandwich wall fixing frame 102, flashing 103, a rock wool sandwich assembly (not shown in the figure), and a corner plate assembly (not shown in the figure). The rock wool sandwich assembly includes at least one rock wool sandwich panel 1041, and the corner plate assembly includes at least one corner plate (not shown in the figure). The wall purlins 101 are embedded in the first side of the wall joists. Specifically, the first side can refer to the right side, the second side to the bottom side, the third side to the left side, and the fourth side to the top side. The wall joists are fixed to the wall base (e.g.,...). Figure 1 The fourth side of the brick wall. The sandwich wall fixing frame 102 is fixed to the first side of the wall purlin 101 by fixing bolts. The sandwich wall fixing frame 102 is an L-shaped fixing frame. The flashing 103 extends to the second side of the sandwich wall fixing frame 102. The rock wool sandwich assembly is fixed to the fourth side of the sandwich wall fixing frame 102 and adheres to the first side of the wall joists. The rock wool sandwich assembly includes at least one rock wool sandwich panel 1041, which is horizontally arranged at equal intervals. The second and fourth sides of the rock wool sandwich panel 1041 are provided with wall grooves, which are used for the mating of two adjacent rock wool sandwich panels. The corner panel assembly is fixed to the corner position of the wall joists (and the height of the corner panel is the same as the height of the rock wool sandwich panel, so that the position of the rock wool sandwich panel already fixed on the wall corresponds horizontally), and is used as a corner edging. The corner panel is an L-shaped component. The corner panel assembly includes at least one corner panel with the corner panels arranged at equal intervals. For example, the corner panel may be an L-shaped waterproof steel plate.

[0029] In this design, the rock wool sandwich panel has pre-drilled through-holes at the wall panel slots for hoisting and handling. In practice, commonly used rock wool sandwich panels do not have slots, and to avoid leakage, through-holes are often not provided. During hoisting, at least two hoisting devices (e.g., truck cranes, boom lifts, etc.) are usually required. Furthermore, the smooth surface of the panels makes them prone to slipping during hoisting, significantly impacting the construction of the rock wool sandwich panels. Therefore, this application, by pre-drilling through-holes at the wall panel slots of the rock wool sandwich panel, allows for hoisting and handling with only one truck crane or boom lift, greatly simplifying the process. Additionally, by avoiding large holes on the panel surface, leakage is prevented. Thus, through some embodiments of the rock wool sandwich exterior wall disclosed herein, the number of truck cranes, boom lifts, and construction personnel required during construction can be reduced, resulting in significant cost savings.

[0030] As an example, see Figure 2 . Figure 2 The diagram shows a wall panel slot 1043 at the upper edge of a rock wool sandwich panel 1041 and a wall panel slot 1042 at the lower edge of another rock wool sandwich panel 1041. Here, the wall panel slot 1043 at the upper edge can be a downward-facing Y-shaped slot. One end of the Y-shaped slot is longer than the other. 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 embed into the shorter end of the Y-shaped slot, thereby achieving the purpose of embedding between two adjacent rock wool sandwich panels. Additionally, 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 insert fixing nails to fix the lower rock wool sandwich panel 1041. The second step extends downwards in conjunction with the longer end of the Y-shaped slot, which can be used for waterproofing. Here, the waterproof design also prevents rainwater from eroding the fixing nails.

[0031] As another example, see Figure 3 . Figure 3 This diagram shows a section of a constructed rock wool sandwich wall. 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 wall. This results in uniform vertical seams between adjacent groups of rock wool sandwich panels, and horizontal seams between adjacent vertical groups. The horizontal seams between adjacent groups of rock wool sandwich panels correspond to each other and are at the same horizontal height. A set of rock wool sandwich panels arranged vertically is on the same central axis, with uniform vertical seams between adjacent groups, horizontal seams between adjacent vertical groups, and corresponding horizontal seams at the same horizontal height.

[0032] As yet another example, see reference Figure 4The diagram shows the vertical joint connection of the wall panels. Figure 4 As shown, the vertical seam between two rock wool sandwich panels 1041 aligns with the wall joists. The rock wool sandwich panels are fixed with self-tapping screws 401. Before installing the slots, butyl tape is applied to both sides of the decorative seam for good waterproofing and sealing. The slots are fixed to the wall purlins with a single self-tapping screw. After the slots are installed, the panel snap-on installation is carried out. Additionally, since the wall panels and wall purlins are exposed at door and window openings, edge banding is required to enhance aesthetics. Therefore, aluminum panels are used to band the door and window areas. Edge-finishing brackets are fixed to the sides of the door openings with self-tapping screws at 1-meter intervals. The processed aluminum panels are then snapped onto the brackets and fixed to the wall purlins with self-tapping screws. After installation, the aluminum panels are trimmed to ensure a neat edge banding.

[0033] In practice, rock wool sandwich panels are fixed to wall purlins. The layout of the wall purlins affects the layout of the exterior wall panels, while the layout of the exterior wall panels, in turn, constrains the layout of the wall purlins. These two aspects are mutually restrictive and require comprehensive consideration. Because the wall panels are laid out horizontally, the wall purlins are designed to be laid out vertically for easy panel fixing. Both ends of the wall panels must be fixed to the wall purlins, so wall purlins must be installed at the joints between the wall panels. A comprehensive and coordinated layout of both is necessary to facilitate the processing and construction of the rock wool sandwich panels. Furthermore, traditional rock wool sandwich panel construction often involves vertical layout, with corners often broken into two sections (horizontal and vertical) for separate construction, followed by edge finishing. This method is both time-consuming and labor-intensive. The new horizontal layout standardizes the vertical width of the rock wool sandwich panels, allowing the exterior wall corner panels to be directly divided into small, fixed-size components for one-time processing, eliminating the need for post-processing edge finishing and improving the aesthetics of the exterior wall corners.

[0034] The above-described embodiments of this disclosure have the following beneficial effects: Rock wool sandwich wall panels according to some embodiments of this disclosure facilitate wall panel fabrication, improve installation speed, and enhance waterproofing. Specifically, traditional rock wool sandwich panel construction often involves vertical layout and inconsistent panel types, resulting in slow fabrication. Furthermore, excessive vertical seams between panels lead to poor waterproofing. Additionally, the corners of the wall panels require secondary edging, which is time-consuming and labor-intensive. Based on this, some embodiments of the rock wool sandwich wall disclosed herein include: wall purlins, a sandwich wall fixing frame, flashing, a rock wool sandwich assembly, and a corner plate assembly. The rock wool sandwich assembly includes at least one rock wool sandwich panel, and the corner plate assembly includes at least one corner plate. The wall purlins are embedded in the first side of the wall joists, which are fixed to the fourth side of the wall base. The sandwich wall fixing frame is fixed to the first side of the wall purlins by fixing bolts, and is an L-shaped fixing frame. The flashing extends to the second side of the sandwich wall fixing frame. The rock wool sandwich assembly is fixed to the fourth side of the sandwich wall fixing frame and adheres to the first side of the wall joists. The rock wool sandwich panels in the at least one rock wool sandwich panel of the rock wool sandwich assembly are arranged horizontally at equal intervals. Wall grooves are provided on the second and fourth sides of the rock wool sandwich panels, and these wall grooves are used for the mating of adjacent rock wool sandwich panels. Here, all the rock wool sandwich panels in the rock wool sandwich assembly are the same size, which allows for a consistent panel layout and speeds up production. Furthermore, the rock wool sandwich panels are laid out horizontally from bottom to top, enabling the rapid installation of panels of the same size (e.g., the same height), improving installation efficiency. The corner panel assembly is fixed to the corner of the wall joists, and the corner panels in at least one corner panel are evenly spaced. Specifically, the corner panel is a one-piece prefabricated component used to replace wall corner edging. Here, the introduction of one-piece prefabricated corner panels avoids the need for secondary edging of the rock wool sandwich exterior wall corners, saving time and labor. This further improves construction efficiency.

[0035] Next, refer to Figure 5 , Figure 5 A flowchart 500 is shown, illustrating some embodiments of the rock wool sandwich wall construction inspection method according to this disclosure. The rock wool sandwich wall construction inspection method includes the following steps:

[0036] Step 501: Establish a building construction structure model based on the preset building support structure diagram.

[0037] In some embodiments, the execution subject (e.g., a computing device) of the rock wool sandwich wall construction inspection 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 wall, and each construction component may include: wall purlins, sandwich wall fixing frames, flashing, rock wool sandwich components, and corner plate components. The building construction structure model is a simulation structure model representing the rock wool sandwich wall. The wall purlins are embedded in the first side of the wall joists, the sandwich wall fixing frames are fixed to the first side of the wall purlins by fixing bolts, the flashing extends to the second side of the sandwich wall fixing frames, the rock wool sandwich components are fixed to the fourth side of the sandwich wall fixing frames and adhere to the first side of the wall joists, and the corner plate components are fixed to the corner positions of the wall joists.

[0038] It should be noted that the aforementioned computing devices 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 on the hardware devices listed above. It can be implemented as, for example, multiple software programs or software modules used to provide distributed services, or as a single software program or software module. No specific limitations are made here.

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

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

[0041] Step S2: Based on the overall dimensions, including the overall length, width, and height, construct a corresponding building construction structure model in a three-dimensional coordinate space at a proportional scale. Specifically, the overall structure of the building support structure diagram can be mapped to 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, mapping each component individually into 3D space, and then assembling them to obtain the overall 3D structural model. However, this method, especially for complex models, not only requires more computational resources but is also prone to structural errors due to the splicing of individual components. Therefore, the above-described embodiment of this application, by scaling the overall dimensions of the building support structure, can avoid errors in component splicing. Furthermore, the components of the model can be completed using only the overall length, width, or height values ​​of the structure. This significantly improves the efficiency of model construction and reduces the consumption of computational resources.

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

[0044] In some embodiments, the aforementioned implementing entity may utilize the aforementioned building construction structure model to conduct a detailed review of the aforementioned building support structure drawings, thereby obtaining a drawing review result. The drawing review result can be used to indicate whether the review has passed or failed.

[0045] In some optional implementations of certain embodiments, the executing entity utilizes the aforementioned building construction structure model to conduct a detailed review of the aforementioned building support structure drawings, obtaining the drawing review results, including:

[0046] Step S1: Using the overall dimension information, including the overall length, width, and height values, the dimensions of each building support component in the building construction structure model are identified to generate component dimension information, resulting in a component dimension information set. The component dimension information includes the component length, width, and height values. Secondly, dimension identification can be performed through the following steps: First, building construction structure nodes can be mapped to the building construction structure model to separate the various building support components in the model. Here, the building construction structure node can be the center point of the associated location of the building structure. Each building construction structure node is associated with at least one building support component to represent the connection relationship between the building support components. Then, a preset component ratio can be used as the ratio of the dimension of each building support component to the overall length, width, or height value to obtain the component dimension information of the building support component.

[0047] Step S2 involves dimensional verification of each component's dimensions in the aforementioned component dimension information set to generate a drawing review result. This includes retrieving preset dimension information for each building support component from the database, including preset length, width, and height values. Next, the length ratio of each building support component to its preset length, width ratio of its preset width, and height ratio of its preset height are determined. Whether these ratios are within preset error ranges is verified; if so, the dimensions of the building support component pass the review. Additionally, the coordinates of at least two endpoints of each building support component are determined. Based on these coordinates, the component vectors between the components are determined. Then, for every two building support components with a connection, the angle between their corresponding component vectors is determined. If the angle is within a preset angle error range, the angle of the building support component passes the angle review. Furthermore, the component vectors can also be used to verify the verticality of the components. Here, for each building support component, if both the dimensions and angles pass the review, a corresponding component review result is generated. If all building support components pass the review, a drawing review result indicating that the review has been passed will be generated.

[0048] Alternatively, size calibration can be performed using the following steps:

[0049] Step S1: Obtain the coordinates of the nail holes of each fixing nail in the building support structure diagram from the database to obtain a set of nail hole coordinate groups. Each nail hole coordinate group corresponds to a building support component and is used to characterize the position of the nail holes that fix the building support component.

[0050] Step S2 involves transforming the coordinates of each nail hole in the aforementioned set of nail hole coordinates to the building construction structure model, resulting in a transformed set of nail hole coordinates. This transformation can be performed based on the relative positional relationship of the nail hole coordinates within the building support components. This allows the coordinates of each nail hole in each set to be transferred from the two-dimensional coordinate system to the corresponding building support component in the building construction structure model. Here, the relative positional relationship can be the position of the nail hole relative to the building support component it resides in. For example, the distance between the nail hole coordinates and one end of the building support component might be 10 centimeters.

[0051] Step S3: Based on the fixing relationship of the building support components, classify each set of converted nail hole coordinates in the above-mentioned set of converted nail hole coordinate sets to obtain a coordinate control group corresponding to each building support component. Here, the fixing relationship of the building support components can be building support components corresponding to the same set of nail hole coordinates. For example, if a rock wool sandwich panel is fixed to a sandwich wall fixing frame by fixing nails, then the rock wool sandwich panel and the sandwich wall fixing frame have a fixing relationship. Therefore, the corresponding set of converted nail hole coordinates can be determined as a coordinate control group based on the fixing relationship. In addition, the coordinate control group can include two sets of nail hole identifier sequences. The nail hole identifiers in the two sets of nail hole identifier sequences correspond one-to-one. Each nail hole identifier corresponds to one converted nail hole coordinate.

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

[0053] Step S5: If the largest coordinate error in the coordinate error value sequence is less than a preset error threshold and the average error is less than a preset error threshold, the corresponding building support component size is deemed approved. If all building support components are approved, a drawing approval result indicating approval is generated.

[0054] In practice, common dimensional verification methods often involve verifying dimensions individually, such as checking whether the dimensions of building support components are within a preset error range, or performing local dimensional verification based on the gaps and joints left in the building construction plus the dimensions of the building support components. However, this method not only fails to consider the overall error of building components but also easily overlooks the angle verification of building components, thus easily leading to missed inspections and potential dangers during construction. Therefore, the above-described implementation method of this application first introduces the component scale, which can be used to determine the dimensional values ​​of each building support component in the building construction structure model. This allows for comparison with the preset dimensional values ​​in the design to determine whether there are significant dimensional errors. Here, because the building construction structure model is directly generated through proportional scaling, its structural dimensions conform to the design of the building support structure drawing. Thus, through dimensional comparison, it is possible to intuitively determine whether there are defects in the dimensional design that conforms to the building support structure drawing. Then, considering not only dimensional errors but also errors in the relative positional relationships between building support components, component vectors are generated to determine the angular errors between building support structures by using the vector angles. Furthermore, considering the possibility of error accumulation, where the error of a single building support component may not exceed the error constraint, but if two related building support components have opposite angular errors, it can easily lead to error accumulation and unnecessary component errors. Therefore, the above-described embodiment of this 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 fixing relationship of the building support components at the nail hole coordinates. This can be used to detect hidden component errors, thereby greatly improving the accuracy of drawing review results.

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

[0056] In some embodiments, the aforementioned implementing entity may, in response to the drawing review result indicating approval, issue a start installation instruction to the construction terminal. This start installation instruction may be a command to install wall purlins, sandwich wall fixing frames, or flashing. In practice, the construction sequence of rock wool sandwich walls may be: 1. Wall purlins, 2. Sandwich wall fixing frames, 3. Flashing, 4. Rock wool sandwich components, 5. Corner panel components. Therefore, by issuing a start installation instruction to the construction terminal, the installation personnel are notified to proceed with the construction according to the specified sequence.

[0057] Step 504: In response to receiving the component construction completion instruction, perform construction inspection on the construction component corresponding to the construction completion instruction and obtain the construction inspection results.

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

[0059] Optionally, once the sandwich wall mounting brackets and flashing are installed, they can be inspected. For example, the flashing should be installed inside the sandwich wall mounting brackets, with a 1-meter installation spacing. The installation level should be checked using a level and straightedge, with the error controlled within ±2 mm. Once the installation accuracy is confirmed to be within the allowable error range, self-tapping screws should be used to fix the sandwich wall mounting brackets and flashing to the wall purlins. Additionally, the rock wool sandwich panels are all fixed using self-tapping screws that drill through the wall panels and fix them to the wall purlins. However, the self-tapping screws must be positioned within the interlocking grooves between the upper and lower panels; otherwise, the screws will be exposed, posing a risk of rainwater erosion. Specifically, after the self-tapping screw penetrates the wall purlin, at least three threads should be exposed; the width of the exterior wall panel on the purlin support surface should be ≥50 mm; the self-tapping screw should be 15 mm from the edge; and the spacing between screws should be 20 mm. When installing adjacent sets of rock wool sandwich panels, it is necessary to carefully control the size of the gaps between the panels. The gap sizes should be controlled according to the design in the detailed drawings of the exterior wall panels, with an error within ±2 mm.

[0060] In some optional implementations of certain embodiments, a component construction completion instruction signifies the completion of construction of a construction component, wherein the construction component is one of the following: wall purlins, sandwich wall fixing frames, flashing, rock wool sandwich panels, or corner panels. Upon receiving a component construction completion instruction, the aforementioned executing entity performs construction inspection on the construction component corresponding to the construction completion instruction, obtaining construction inspection results, including:

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

[0062] In practice, during the construction of rock wool sandwich panels, after installing M panels (e.g., 1, 2, 5, etc.), corresponding measurements are required. Measurement instructions can be used to direct construction personnel to perform the measurements. As an example, measuring tools may include, but are not limited to, at least one of the following: a straightedge, 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 the determination that the tool measurement has passed, acquire the first sequence of panel pressure values ​​measured by the pressure testing equipment assembly. The component construction completion instruction indicates that the installation step of a rock wool sandwich panel and the underlying structure is completed. The underlying structure is a sandwich wall fixing frame or an already installed rock wool sandwich panel. The pressure testing equipment assembly is placed before the installation of the rock wool sandwich panel. The pressure testing equipment assembly includes at least one pressure testing device for detecting the pressure value between the rock wool sandwich panel and the underlying structure. After acquiring the first sequence of panel pressure values, determine whether the rock wool sandwich panel has completed the fixing operation step.

[0064] In practice, firstly, before installing the rock wool sandwich panels, at least one pressure testing device is placed on the already installed rock wool sandwich panels. Here, the pressure testing device can be a pressure sensor. Then, when hoisting and placing the rock wool sandwich panels, the lower edge of the panels applies pressure to the pressure testing device, thereby measuring the pressure value as the first panel pressure value. Additionally, after the rock wool sandwich panels are installed, the pressure testing device assembly can be disassembled and zeroed for subsequent placement and measurement of rock wool sandwich panels. Specifically, the measuring height of the pressure testing device can be pre-designed according to the height of the rock wool sandwich panel slots to avoid the pressure testing device being too high and affecting panel installation, or too low and failing to measure the pressure value.

[0065] Step S3: In response to confirming that the rock wool sandwich panel has completed the fixing operation, the second panel pressure value sequence is obtained through the pressure detection equipment component. The pressure detection equipment component is zeroed before detecting the first panel pressure value sequence. Specifically, the rock wool sandwich panel is not fixed after hoisting and placement; it is merely embedded through the slots between the upper and lower panels. The measured first panel pressure value is also the pressure value measured after the panel is embedded. Therefore, a stable first panel pressure value sequence can be measured after the panel is embedded. Then, construction personnel can fix the rock wool sandwich panel using various methods (e.g., driving self-tapping screws in with a hand drill). After this process is completed, the second panel pressure value sequence can be measured.

[0066] In practice, due to uneven force on the screws during fixing and the elastic deformation of the rock wool sandwich panel, torque-induced displacement occurs, leading to changes in the fitting pressure. Therefore, the detected second plate pressure value sequence differs from the first plate pressure value sequence, and the second plate pressure value sequence reflects the degree of torque-induced displacement that occurs after fixing, based on the first plate pressure value sequence.

[0067] As an example, see Figure 5The diagram shows the embedding between the upper and lower rock wool sandwich panels.

[0068] Step S4: Based on the aforementioned first plate pressure value sequence, generate the plate-embedded pressure linear equation. The position of the pressure detection device can be fixed. Therefore, the coordinates of the pressure detection device's position can be transformed into the building construction structure model, obtaining a transformed set of device coordinates. Here, each transformed device coordinate corresponds to a first plate pressure value. Therefore, the abscissa of each transformed device coordinate and the corresponding first plate pressure value can be combined as the ordinate value to form a pressure coordinate sequence. Thus, a linear fit can be performed on each pressure coordinate to generate the plate-embedded pressure linear equation.

[0069] In practice, the vertical degree of freedom of the panel on the wall is limited by the groove between the fixing nail and the panel, and the displacement force is small, so it can be ignored. The lateral degree of freedom of the panel is limited by the friction force of the groove between the fixing nail and the panel. Therefore, by introducing pressure testing equipment, only the vertical degree of freedom of the panel is tested to determine whether the embedding force between the panels is uniform. In addition, considering that the hardness of the panel in the vertical direction will not undergo local deformation during installation, the change of the vertical degree of freedom of the panel can be represented by a linear equation, avoiding the need for curve fitting. Thus, not only can the overall pressure of the panel in the vertical direction be characterized by a linear equation of panel embedding pressure, but the computational 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: Based on the aforementioned second plate pressure numerical sequence, generate the linear equation for the plate movement pressure. First, following the steps for generating pressure coordinates described above, determine the current pressure coordinate sequence. Then, perform linear fitting on each current pressure coordinate to obtain the linear equation for the plate movement pressure.

[0071] Step S6: Based on the aforementioned linear equations for the panel embedding pressure and the panel movement pressure, generate construction inspection results corresponding to the rock wool sandwich panel. First, determine the slope value of the linear equation for the panel embedding pressure. If the slope value is greater than a preset slope threshold, it indicates an imbalance in the panel's slot embedding pressure; that is, after the rock wool sandwich panel is embedded into the slot of the lower layer, the vertical pressure on the left and right sides of the panel is different. Second, determine the slope difference between the linear equations for the panel embedding pressure and the panel movement pressure. If the slope difference is greater than a preset slope difference value, it indicates a significant degree of torque-induced displacement after the panel is fixed, requiring the screws to be removed and the panel re-fixed. Finally, if both the slope value and the slope difference are greater than the preset slope difference value, a construction inspection result indicating a failed inspection is generated.

[0072] Step 505: In response to the construction inspection results indicating that the construction inspection has passed, a command to continue construction is issued to the construction terminal.

[0073] In some embodiments, the aforementioned execution entity may issue a continue construction instruction to the construction terminal in response to a construction inspection result indicating that the construction inspection has passed. Here, if the construction inspection passes, it indicates that the embedding force between the rock wool sandwich panels is balanced. Therefore, by sending a continue construction instruction to the construction terminal, the construction personnel can be notified to continue the construction of the rock wool sandwich wall.

[0074] Optionally, the aforementioned implementing entity may also include the following steps:

[0075] The first step, in response to the drawing review result indicating that the review failed, is to adjust the dimensions of the aforementioned support structure drawing to obtain the adjusted structure drawing. Specifically, for building support components whose dimensions failed the review, a modification prompt can be sent to the engineer's terminal for further dimension adjustments, resulting in the adjusted structure drawing.

[0076] The second step involves responding to construction inspection results indicating that the inspection failed. Based on these results, a construction adjustment instruction is issued. The inspection results include adjustment information, and the instruction instructs the construction unit to adjust the construction components according to this information.

[0077] In practice, when using the aforementioned slot-embedding design of rock wool sandwich panels for rock wool sandwich wall construction, although it can further strengthen the connection between the panels, the large gaps between the upper and lower panels after embedding make them susceptible to wind erosion (the upper panel at the gap experiences outward force). If the embedding force between the panels is uneven, the two panels will wobble under prolonged wind erosion, causing the gaps between the panels to widen over time, eventually leading to cracks in the rock wool sandwich panels (e.g., loose screws, increasingly larger slots between the two panels). This reduces the service life of the rock wool sandwich wall. To avoid this situation, the above-described embodiment of this application introduces a pressure detection component, which can be used to perform pressure detection on each rock wool sandwich panel during the wall construction phase, obtaining the linear equations for the embedding pressure and the moving pressure. This can be used to determine whether there is uneven embedding pressure in the rock wool sandwich panels. Here, because the linear equations for volume embedding pressure and volume movement pressure are generated, the specific causes of uneven pressure in rock wool sandwich panels can be determined. For example, unevenness may be caused by unevenness during hoisting and embedding or by unevenness caused by tightening the fixing screws on the panels. This allows for precise location of the pressure level and corresponding contributing factors. Consequently, construction personnel can be promptly notified for correction. Therefore, through multi-level measurement and control, the installation accuracy of rock wool sandwich walls can be improved, thereby extending their service life.

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

[0079] like Figure 6As shown, a rock wool sandwich wall construction inspection device 600 in some embodiments includes: a modeling unit 601, a drawing refinement and review unit 602, a first sending unit 603, a construction inspection unit 604, and a second sending unit 605. The modeling unit 601 is configured to create a building construction structure model based on a preset building support structure drawing; the drawing refinement and review unit 602 is configured to perform a drawing refinement review on the building support structure drawing using the building construction structure model, obtaining a drawing review result; the first sending unit 603 is configured to send a start installation instruction to the construction terminal in response to the drawing review result indicating approval, wherein the start installation instruction is used to notify the construction unit to construct the rock wool sandwich wall according to the dimensions in the building support structure drawing; the construction inspection unit 604 is configured to perform construction inspection on the construction component corresponding to the construction completion instruction in response to receiving a component construction completion instruction, obtaining a construction inspection result; the second sending unit 605 is configured to send a continue construction instruction to the construction terminal in response to the construction inspection result indicating successful construction inspection.

[0080] It is understandable that the units recorded in the rock wool sandwich wall construction testing device 600 are related to the reference. Figure 5 The steps described in the method correspond to each other. Therefore, the operations, features, and beneficial effects described above for the method also apply to the rock wool sandwich wall construction inspection device 600 and the units contained therein, and will not be repeated here.

[0081] The following is for reference. Figure 7 It shows a schematic diagram of the structure 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 merely an example and should not be construed as limiting the functionality or scope of the embodiments of this disclosure. Figure 7 As shown, the computer device includes a processor, memory, and a network interface connected via a system bus. The memory may include a non-volatile storage medium and internal memory. The non-volatile storage medium may store an operating system and a computer program. The computer program includes program instructions that, when executed, cause the processor to perform any of the methods described above. The processor provides computational and control capabilities to support the operation of the entire computer device. The internal memory provides an environment for the execution of the computer program in the non-volatile storage medium; when executed by the processor, the computer program causes the processor to perform any of the methods described above. The network interface is used for network communication, such as sending assigned tasks. Those skilled in the art will understand that... Figure 7The structure shown is merely a block diagram of a portion of the structure related to the present disclosure and does not constitute a limitation on the computer device to which the present disclosure is applied. A specific computer device may include more or fewer components than those shown in the figure, or combine certain components, or have different component arrangements.

[0082] It should be understood that the processor can be a Central Processing Unit (CPU), but it can also be other general-purpose processors, digital signal processors (DSPs), application-specific integrated circuits (ASICs), field-programmable gate arrays (FPGAs), or other programmable logic devices, discrete gate or transistor logic devices, discrete hardware components, etc. Among these, a general-purpose processor can be a microprocessor or any conventional processor.

[0083] In one embodiment, the processor is configured to run a computer program stored in a memory to perform the following steps: establishing a building construction structure model based on a preset building support structure drawing; using the building construction structure model to conduct a detailed 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 to the construction terminal, wherein the start installation instruction is used to notify the construction unit to carry out the rock wool sandwich wall construction according to the dimensions in the building support structure drawing; in response to receiving a component construction completion instruction, performing 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] This disclosure also provides a computer-readable storage medium storing a computer program, the computer program including program instructions, and the method implemented when the program instructions are executed can be referred to the various embodiments of the methods described above.

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

[0086] It should be noted that, in this document, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or system that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or system. Unless otherwise specified, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or system that includes that element.

[0087] The above description is merely a selection of preferred embodiments of this disclosure and an explanation of the technical principles employed. Those skilled in the art should understand that the scope of the invention involved in the embodiments of this disclosure is not limited to technical solutions formed by specific combinations of the above-described technical features, but should also cover other technical solutions formed by arbitrary combinations of the above-described technical features or their equivalents without departing from the above-described inventive concept. For example, technical solutions formed by substituting the above-described features with (but not limited to) technical features with similar functions disclosed in the embodiments of this disclosure.

Claims

1. A method for detecting the construction of a rock wool sandwich outer wall, applied to a rock wool sandwich outer wall, characterized in that, The rock wool sandwich outer wall comprises a wall purlin, a sandwich outer wall fixing frame, a flashing plate, a rock wool sandwich assembly and a corner plate assembly, the rock wool sandwich assembly comprises at least one rock wool sandwich plate, and the corner plate assembly comprises at least one corner plate, wherein: The wall purlin is embedded on the first side of the wall batten, the wall batten is fixed on the fourth side of the wall base, the sandwich outer wall fixing frame is fixed on the first side of the wall purlin by fixing bolts, and the sandwich outer wall fixing frame is an L-shaped fixing frame; The flashing plate extends on the second side of the sandwich outer wall fixing frame; The rock wool sandwich assembly is fixed on the fourth side of the sandwich outer wall fixing frame and adheres to the first side of the wall batten, the rock wool sandwich assembly comprises at least one rock wool sandwich plate, the rock wool sandwich plates are arranged at equal intervals, and the second side and the fourth side of the rock wool sandwich plate are provided with wall clamping grooves for plate embedding of adjacent two rock wool sandwich plates; The corner plate assembly is fixed at the corner position of the wall batten, and the corner plate assembly comprises at least one corner plate arranged at equal intervals; According to a preset building support structure diagram, a building construction structure model is established, the building support structure diagram is a structure diagram of each construction component in the rock wool sandwich outer wall, each construction component comprises a wall purlin, a sandwich outer wall fixing frame, a flashing plate, 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 outer wall, the wall purlin is embedded on the first side of the wall batten, the sandwich outer wall fixing frame is fixed on the first side of the wall purlin by fixing bolts, the flashing plate extends on the second side of the sandwich outer wall fixing frame, the rock wool sandwich assembly is fixed on the fourth side of the sandwich outer wall fixing frame and adheres to the first side of the wall batten, and the corner plate assembly is fixed at the corner position of the wall batten; The building support structure diagram is audited by using the building construction structure model, and a drawing audit result is obtained; In response to the fact that the drawing audit result represents that the audit is passed, start installation instruction information is sent to a construction terminal, the start installation instruction information is used to inform a construction unit to perform rock wool sandwich outer wall construction according to the size in the building support structure diagram. In response to receiving the component construction completion instruction, construction detection is performed on the construction component corresponding to the construction completion instruction to obtain a construction detection result, wherein the component construction completion instruction indicates that at least one of a wall purlin, a sandwich outer wall fixing frame, a flashing plate, a rock wool sandwich assembly, and a corner plate assembly is constructed, and the construction detection includes: in response to the component construction completion instruction indicating that the rock wool sandwich plate is constructed, issuing a measurement instruction to the construction terminal to perform tool measurement; in response to determining that the tool measurement is passed, obtaining a first plate body pressure value sequence measured by a pressure detection device assembly, wherein the component construction completion instruction indicates that the inlaying step of one rock wool sandwich plate and an underlying structure is constructed, the underlying structure is a sandwich outer wall fixing frame or a rock wool sandwich plate that has been installed, the pressure detection device assembly is placed before the rock wool sandwich plate is installed, the pressure detection device assembly includes at least one pressure detection device for detecting the pressure value between the rock wool sandwich plate and the underlying structure, wherein after the first plate body pressure value sequence is obtained, it is determined whether the rock wool sandwich plate completes the fixing operation step; in response to determining that the rock wool sandwich plate completes the fixing operation step, obtaining a second plate body pressure value sequence by the pressure detection device assembly, wherein the pressure detection device assembly is zeroed before detecting the first plate body pressure value sequence; generating a plate body inlaying pressure straight line equation according to the first plate body pressure value sequence; generating a plate body moving pressure straight line equation according to the second plate body pressure value sequence; and generating a construction detection result corresponding to the rock wool sandwich plate according to the plate body inlaying pressure straight line equation and the plate body moving pressure straight line equation; In response to the construction detection result indicating that the construction detection is passed, issuing a continue construction instruction to the construction terminal.

2. The method of claim 1, wherein, The method further includes: In response to the drawing review result indicating that the review is failed, adjusting the size of the building support structure drawing to obtain an adjusted structure drawing; In response to the construction detection result indicating that the construction detection is failed, issuing a construction adjustment instruction according to the construction detection result, wherein the construction detection result includes construction adjustment information, and the construction adjustment instruction is used to instruct the construction unit to adjust the construction component according to the construction adjustment information.

3. The method of claim 1, wherein, The method further includes: Obtaining overall size information of the building support structure drawing, wherein the overall size information includes an overall length value, an overall width value, and an overall height value of the building structure; Constructing a corresponding building construction structure model in a three-dimensional coordinate space in a proportion according to the overall length value, the overall width value, and the overall height value included in the overall size information.

4. The method of claim 3, wherein, The method further includes: Identifying the size of each building support component in the building construction structure model to generate component size information according to the overall length value, the overall width value, and the overall height value included in the overall size information to obtain a component size information set, wherein the component size information includes a component length value, a component width value, and a component height value; The individual component size information in the component size information set is dimensionally checked to generate a drawing review result.

5. An electronic device, comprising: Comprise: One or more processors; Storage device, which has one or more programs stored thereon, When the one or more programs are executed by the one or more processors, so that the one or more processors realize the rock wool sandwich outer wall construction detection method as claimed in any one of claims 1-4.

6. A computer readable medium characterized by Computer programs are stored thereon, wherein the programs are executed by the processor to realize the rock wool sandwich outer wall construction detection method as claimed in any one of claims 1-4.

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