Enclosure structure suitable for dry-type building
By using bolted connections between angle steel components and the main structural beams, and with the design of limiting rectangular tubes, the rapid installation and disassembly of the dry building envelope is achieved, solving the problem of damage to the main structure caused by traditional connection methods and meeting the requirements for repeated use.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- LANGFANG ZHONGJIAN MASCH CO LTD
- Filing Date
- 2025-03-18
- Publication Date
- 2026-04-28
AI Technical Summary
Traditional enclosure connection methods damage the main structure and cannot meet the requirements of dry building connection structure building systems for rapid installation and dismantling.
The first and second angle steel pieces are bolted to the main structural beams. The outer protective plate pieces can be detached and installed through the enclosure connection assembly. The limiting rectangular tube is used for precise positioning, simplifying the installation process.
It avoids damage to the main structure, improves disassembly and assembly efficiency, meets the needs of repeated use, shortens the construction cycle, and reduces human error.
Smart Images

Figure CN224173828U_ABST
Abstract
Description
Technical Field
[0001] This disclosure generally relates to the field of building structure technology, and more specifically to an enclosure structure suitable for dry-type buildings. Background Technology
[0002] Dry-structure building systems have significant advantages in the field of military training facilities. As an ultra-lightweight, simple, and easy-to-assemble standard training facility, it meets the needs of high-level training support in the new era.
[0003] All components of this system are manufactured in the factory, resulting in a high degree of standardization and simple production processes. On-site installation can be achieved using specialized connectors. However, the enclosure structure adapted to this high-standard dry-structure building system for training facilities faces numerous challenges in practical application. Traditional enclosure connection methods often involve nailing the main structure, which not only damages the main structure and affects its ability to be repeatedly disassembled and reused, but also fails to meet the requirements of the dry-structure building system for rapid installation and disassembly of the enclosure structure. Utility Model Content
[0004] In view of the above-mentioned defects or deficiencies in the prior art, it is desirable to provide an enclosure structure suitable for dry buildings to solve the above problems.
[0005] This application provides an enclosure structure suitable for dry-type buildings, comprising:
[0006] A sidewall frame, the sidewall frame comprising a plurality of main structural beams arranged in a row;
[0007] Multiple sets of enclosure connection components are arranged on the side wall frame. Each enclosure connection component includes a first angle steel member and a second angle steel member that are detachably installed on the main structural beam by bolts.
[0008] Multiple external cladding panels, which are detachably installed on the outside of the main structural beams via a set of enclosure connection assemblies to form the exterior walls of the dry building;
[0009] The first angle steel member and the second angle steel member are provided with multiple limiting rectangular tubes arranged in segments. The limiting rectangular tubes are used to limit the installation position of the outer protective plate member.
[0010] According to the technical solution provided in the embodiments of this application, a plurality of main structural beams on the side wall frame extend horizontally and are arranged vertically, and the plurality of main structural beams are connected by support columns.
[0011] According to the technical solution provided in the embodiments of this application, one side of the first angle steel member and the second angle steel member are installed with the main structural beam, and the other side of the first angle steel member and the second angle steel member extends outward. The limiting rectangular tube is installed on the outwardly extending side of the first angle steel member and the second angle steel member.
[0012] According to the technical solution provided in the embodiments of this application, it also includes a foot support member, which is right-angled and installed at the bottom end of the side wall frame. The foot support member is used to support the outer protective plate member.
[0013] According to the technical solution provided in the embodiments of this application, an auxiliary support is also installed at the bottom of the side wall frame. One end of the auxiliary support is detachably connected to the main structural beam, and the other end abuts against one side of the foot support to keep the foot support vertical.
[0014] According to the technical solution provided in the embodiments of this application, it also includes a parapet wall assembly, which is installed on the top of the side wall frame and placed above the building roof surface between the dry building floors.
[0015] According to the technical solution provided in the embodiments of this application, the parapet wall assembly includes:
[0016] Parapet wall inner panel, wherein the parapet wall inner panel is detachably installed on the inner side of the main structure beam via a set of the enclosure connection components;
[0017] The parapet wall exterior panel is detachably installed on the outside of the main structure beam via a set of the enclosure connection components.
[0018] A parapet wall cover plate, which is shaped like a "Z" and is installed on top of the side wall frame.
[0019] According to the technical solution provided in the embodiments of this application, the top of the parapet wall cover plate is provided with an inclined surface, and the inclined surface is inclined to the inside of the side wall frame.
[0020] According to the technical solution provided in the embodiments of this application, the parapet wall assembly includes:
[0021] The outer protective panel is installed on the top of the side wall frame, and the outer protective panel extends to the top of the side wall frame to form a parapet panel.
[0022] A wall panel auxiliary frame is installed above the building's roof surface between the dry building floors, and the wall panel auxiliary frame abuts against the parapet wall panel.
[0023] According to the technical solution provided in the embodiments of this application, the main structural beam is hollow inside.
[0024] Compared with the prior art, the beneficial effects of this application are as follows: By using the bolt connection between the first and second angle steel members and the main structural beam, and the detachable design of the outer protective plate members and the enclosure connection components, damage to the main structural beam is avoided by the traditional nailing method, significantly improving the disassembly and assembly efficiency of the enclosure structure, meeting the needs of repeated use of dry buildings, and is especially suitable for standardized training facilities that require frequent scene adjustments; by using the segmented arrangement of limiting rectangular tubes on the first and second angle steel members, the installation position of the outer protective plate members can be precisely limited, simplifying the installation process. Construction personnel only need to align the outer protective plate members with the limiting rectangular tubes to quickly position them, greatly shortening the construction cycle and reducing human operation errors. Attached Figure Description
[0025] Other features, objects, and advantages of this application will become more apparent from the following detailed description of non-limiting embodiments with reference to the accompanying drawings:
[0026] Figure 1 A schematic diagram of the building envelope applicable to dry-type buildings provided for this application;
[0027] Figure 2 for Figure 1 The diagram shown is an enlarged view of point A in the building envelope applicable to dry-type buildings.
[0028] Figure 3 for Figure 1 The diagram shown is an enlarged view of point B in the building envelope applicable to dry-type buildings.
[0029] Figure 4 This is a schematic diagram illustrating the installation process of the outer protective panel components;
[0030] Figure 5 This is a schematic diagram illustrating the installation process of the foot support components;
[0031] Figure 6 Here are structural schematic diagrams of the first and second angle steel components;
[0032] Figure 7 This is a structural diagram of the main structural beams.
[0033] Figure 8 This is a schematic diagram of the parapet wall assembly in Example 1;
[0034] Figure 9 This is a schematic diagram of the parapet wall component in Example 2;
[0035] Reference numerals: 1. Main structural beam; 2. First angle steel component; 3. Second angle steel component; 4. External protective plate component; 5. Limiting rectangular tube; 6. Foot support component; 7. Auxiliary support component; 8. Building roof; 9. Parapet wall inner plate component; 10. Parapet wall outer plate component; 11. Parapet wall cover plate; 12. Sloping surface; 13. Parapet wall panel component; 14. Wall panel auxiliary frame; 15. Angle bracket; 16. Foundation pier; 17. Rammed earth layer. Detailed Implementation
[0036] The present application will now be described in further detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and not intended to limit it. Furthermore, it should be noted that, for ease of description, only the parts relevant to the invention are shown in the accompanying drawings.
[0037] It should be noted that, unless otherwise specified, the embodiments and features described in this application can be combined with each other. This application will now be described in detail with reference to the accompanying drawings and embodiments.
[0038] Example 1
[0039] Please refer to Figures 1-8 This embodiment provides an enclosure structure suitable for dry-type buildings, including:
[0040] Side wall frame, the side wall frame comprising a plurality of main structural beams 1 arranged in a row;
[0041] Multiple sets of enclosure connection components are arranged on the side wall frame. Each enclosure connection component includes a first angle steel member 2 and a second angle steel member 3 that are detachably installed on the main structural beam 1 by bolts.
[0042] Multiple outer protective panels 4, which are detachably installed on the outside of the main structural beam 1 through a set of enclosure connection assemblies to form the outer wall of the dry building;
[0043] Multiple limiting rectangular tubes 5 are arranged in segments on the first angle steel member 2 and the second angle steel member 3. The limiting rectangular tubes 5 are used to limit the installation position of the outer protective plate member 4.
[0044] Furthermore, one side of the first angle steel member 2 and the second angle steel member 3 are installed with the main structural beam 1, and the other side of the first angle steel member 2 and the second angle steel member 3 extends outward. The limiting rectangular tube 5 is installed on the outwardly extending side of the first angle steel member 2 and the second angle steel member 3.
[0045] Specifically, dry-structure buildings, used as standard training facilities, are prefabricated building systems that require ease of installation. The enclosure structure, as a major component of the exterior walls of dry-structure buildings, demands even greater ease of installation and dismantling.
[0046] Specifically, such as Figure 1 and Figure 2 As shown, the main body of the enclosure structure provided in this embodiment consists of a side wall frame. The side wall frame includes multiple main structural beams 1, which are arranged vertically and each main structural beam 1 extends horizontally. The multiple main structural beams 1 are connected and fixed by multiple support columns. The support columns are arranged vertically and inserted into the foundation piers 16 located in the rammed earth layer 17 for fixation. Figure 7 As shown, the main structural beam 1 is hollow inside, making it lighter and easier to transport and install. Multiple bolt holes for easy installation are pre-drilled on the main structural beam 1 during production. Multiple outer cladding panels 4, which are rectangular plates, are installed on the side wall frame to form the exterior wall of the dry-structure building. The outer cladding panels 4 are connected to the main structural beam 1 via an enclosure connection assembly. This assembly includes a first angle steel member 2 and a second angle steel member 3, both with identical structures. Each outer cladding panel 4 is installed to the main structural beam 1 via the first angle steel member 2 and the second angle steel member 3. Both the first angle steel member 2 and the second angle steel member 3 consist of two vertical parts. One part can be bolted to the outside of the main structural beam 1, while the other part extends outward perpendicular to the main structural beam 1, away from it. This outward extension is used to connect with the outer cladding panel 4. This application uses bolts to connect the first angle steel member 2 and the second angle steel member 3 to the main structural beam 1, and also uses bolts to connect the outer protective plate member 4 to the first angle steel member 2 and the second angle steel member 3. This ensures that the enclosure structure provided by this application will not be damaged by nailing during installation, and facilitates installation and disassembly, meeting the requirements for repeated disassembly and reuse.
[0047] Specifically, such as Figure 6As shown, multiple limiting rectangular tubes 5 are pre-installed on the first angle steel member 2 and the second angle steel member 3 during production. These limiting rectangular tubes 5 are used to connect a portion of the outer protective plate member 4. Optionally, the limiting rectangular tubes 5 are welded to the first angle steel member 2 and the second angle steel member 3. The limiting rectangular tubes 5 restrict the installation position of the outer protective plate member 4, facilitating its positioning and limiting the distance between the outer protective plate member 4 and the main structural beam 1. The multiple limiting rectangular tubes 5 are arranged in sections on the first angle steel member 2 and the second angle steel member 3, and each limiting rectangular tube 5 is hollow. This ensures that the outer protective plate member 4 is effectively limited while reducing the number of limiting rectangular tubes 5, thus reducing overall weight and saving production costs.
[0048] In this embodiment, the first angle steel member 2 and the second angle steel member 3 are respectively installed on two adjacent main structural beams 1. The outer protective plate member 4 is fixed by bolts to the first angle steel member 2, the second angle steel member 3 or the limiting rectangular tube 5 thereon. Bolt holes can be opened on the outer protective plate member 4 and the limiting rectangular tube 5 during production.
[0049] The installation process of the outer protective plate 4 is as follows:
[0050] like Figure 4 As shown, firstly, a set of first angle steel pieces 2 and second angle steel pieces 3 are fixed to two adjacent main structural beams 1 with bolts. The first angle steel piece 2 is positioned above the second angle steel piece 3. Next, one end of the outer protective plate piece 4 is aligned with the limiting position of the limiting rectangular tube 5 on the second angle steel piece 3 to determine the installation position of one end of the outer protective plate piece 4. Then, the outer protective plate piece 4 is pushed upward in an arc shape until it is aligned with the limiting position of the first angle steel piece 2 to determine the installation position of the other end of the outer protective plate piece 4. Finally, the two ends of the outer protective plate piece 4 are connected and fixed to the first angle steel piece 2 and the second angle steel piece 3 respectively with bolts.
[0051] Furthermore, it also includes a foot support 6, which is right-angled and installed at the bottom of the side wall frame, and is used to support the outer protective plate 4.
[0052] Specifically, such as Figure 1 and Figure 3As shown, the enclosure structure provided in this embodiment also includes a foot support 6, which serves as the base of the dry-structure wall. The foot support 6 comprises two mutually perpendicular parts, one part of which is connected to the lowest outer protective plate 4, and the other part is installed on the rammed earth layer 17 and perpendicular to the rammed earth layer 17. The end of the foot support 6 that connects to the outer protective plate 4 is connected and fixed to the second angle steel member 3 by bolt connection, and is also limited by the limiting rectangular tube 5 during connection. In addition, the foot support 6 is further fixed to the outer protective plate 4 by the angle bracket 15. The foot support 6 provides a certain degree of support for the outer protective plate 4 and realizes the enclosure of the bottom corner of the dry-structure wall.
[0053] Furthermore, an auxiliary support 7 is installed at the bottom of the side wall frame. One end of the auxiliary support 7 is detachably connected to the main structural beam 1, and the other end abuts against one side of the foot support 6 to keep the foot support 6 vertical.
[0054] Specifically, such as Figure 1 and Figure 5 As shown, both ends of the auxiliary support 7 are angle steel structures similar to the first angle steel 2 and the second angle steel 3. One end is connected and fixed to the main structural beam 1 by bolts. The other end of the auxiliary support 7 abuts against the part of the foot support 6 that is perpendicular to the rammed earth layer 17, and is used to limit the foot support 6. By supporting the foot support 6 with the auxiliary support 7, it can be ensured that the foot support 6 is perpendicular to the rammed earth layer 17, thereby improving the stability of the enclosure structure.
[0055] The installation process of foot support component 6 is as follows:
[0056] like Figure 5 As shown, firstly, the auxiliary support 7 is installed on the main structural beam 1 with bolts. Then, the two ends of the foot support 6 are aligned with the main structural beam 1. Figure 5 Place the foot support 6 at points a and b in the middle, then install the foot support 6 and the second angle steel 3 with bolts, and finally connect and fix the foot support 6 and the outer protective plate 4 with the angle bracket 15 and bolts.
[0057] Furthermore, it also includes a parapet wall assembly, which is installed on top of the sidewall frame and positioned above the building roof 8 between the dry building floors.
[0058] Specifically, the parapet wall assembly connects to the main structural beam 1 at the top of the side wall frame. The parapet wall assembly enhances the aesthetics of the dry building and collects rainwater for centralized drainage from the roof. The structure of the parapet wall assembly is not unique and can be selected according to actual needs.
[0059] Furthermore, the parapet wall assembly includes:
[0060] Parapet wall inner panel 9, wherein the parapet wall inner panel 9 is detachably installed on the inner side of the main structure beam 1 through a set of the enclosure connection components;
[0061] Parapet wall outer panel 10, wherein the parapet wall outer panel 10 is detachably installed on the outside of the main structure beam 1 via a set of the enclosure connection components;
[0062] Parapet wall cover plate 11, the parapet wall cover plate 11 is shaped like a "Z" and is installed on the top of the side wall frame.
[0063] Specifically, such as Figure 8 As shown, the parapet wall assembly provided in this embodiment is used to protect against rainwater. The parapet wall assembly consists of an inner parapet wall panel 9, an outer parapet wall panel 10, and a parapet wall cover plate 11. The structures of the inner parapet wall panel 9 and the outer parapet wall panel 10 are similar to those of the outer cladding panel 4, both being rectangular panels. The inner parapet wall panel 9 and the outer parapet wall panel 10 are respectively installed on the inner and outer sides of the side wall frame. Both the inner parapet wall panel 9 and the outer parapet wall panel 10 are installed through a set of enclosure connection components, and the installation method is the same as that of the outer cladding panel 4. The parapet wall cover plate 11 is Z-shaped and is snapped onto the top of the inner parapet wall panel 9 and the outer parapet wall panel 10, used to seal the top of the entire enclosure structure and prevent rainwater from entering the interior of the dry building through the gaps between the inner parapet wall panel 9, the outer parapet wall panel 10, and the side wall frame.
[0064] Furthermore, the top of the parapet cover plate 11 is provided with a slope 12, which is inclined towards the inside of the side wall frame.
[0065] Specifically, the top surface of the Z-shaped parapet cover plate 11 is inclined 12, which slopes inward toward the side wall frame, so that rainwater can be directed to the roof of the dry building for convenient centralized drainage. The bottom end of the Z-shaped parapet cover plate 11 is upturned, which can also be used to guide rainwater and prevent rainwater from entering between the inner parapet panel 9 and the outer parapet panel 10.
[0066] Example 2
[0067] Based on Embodiment 1 above, this embodiment provides another enclosure structure suitable for dry-type buildings. The contents that are the same as in Embodiment 1 will not be repeated here; the differences are as follows:
[0068] The parapet wall assembly includes:
[0069] The outer protective plate 4 is installed on the top of the side wall frame, and the outer protective plate 4 extends to the top of the side wall frame to form a parapet wall panel 13.
[0070] A wall panel auxiliary frame 14 is installed above the building roof surface 8 between the dry building floors, and the wall panel auxiliary frame 14 abuts against the parapet wall panel 13.
[0071] Specifically, such as Figure 9 As shown, the parapet wall assembly provided in this embodiment serves a decorative function, and thus differs in structure from that in Embodiment 1. In this embodiment, the parapet wall assembly consists of an outer protective panel 4 installed on the top of the side wall frame and a wall panel auxiliary frame 14. The portion of the outer protective panel 4 extending above the building roof surface 8 serves as the parapet wall panel 13. In this embodiment, the parapet wall panel 13 is equivalent to the outer parapet wall panel 10 in Embodiment 1. In this embodiment, the building roof surface 8 covers the main structural beam 1 at the top of the side wall frame. The wall panel auxiliary frame 14 is disposed on the building roof surface 8 and has a right-angled triangular structure. One right-angled side is attached to the building roof surface 8, and the other right-angled side is attached to the inner side of the parapet wall panel 13. The wall panel auxiliary frame 14 supports the parapet wall panel 13 to ensure the structural stability of the parapet wall panel 13.
[0072] The above description is merely a preferred embodiment of this application and an explanation of the technical principles employed. Those skilled in the art should understand that the scope of the invention involved in this application 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 inventive concept. For example, technical solutions formed by substituting the above features with (but not limited to) technical features with similar functions disclosed in this application.
Claims
1. An enclosure structure suitable for dry-type buildings, characterized in that, include: Sidewall frame, the sidewall frame comprising a plurality of main structural beams (1) arranged in a row; Multiple sets of enclosure connection components are arranged on the side wall frame. Each enclosure connection component includes a first angle steel member (2) and a second angle steel member (3) that are detachably installed on the main structural beam (1) by bolts. Multiple outer protective panels (4), the outer protective panels (4) being detachably installed on the outside of the main structural beam (1) via a set of enclosure connection assemblies to form the outer wall of the dry building; Multiple limiting rectangular tubes (5) are arranged in segments on the first angle steel member (2) and the second angle steel member (3). The limiting rectangular tubes (5) are used to limit the installation position of the outer protective plate member (4).
2. The enclosure structure suitable for dry-type buildings according to claim 1, characterized in that, The main structural beams (1) on the side wall frame extend horizontally and are arranged vertically, and the main structural beams (1) are connected by support columns.
3. The enclosure structure suitable for dry-type buildings according to claim 2, characterized in that, The first angle steel member (2) and the second angle steel member (3) are installed on one side of the main structural beam (1), and the other side of the first angle steel member (2) and the second angle steel member (3) extends outward. The limiting rectangular tube (5) is installed on the outwardly extending side of the first angle steel member (2) and the second angle steel member (3).
4. The enclosure structure suitable for dry-type buildings according to claim 3, characterized in that, It also includes a foot support (6), which is right-angled and installed at the bottom of the side wall frame. The foot support (6) is used to support the outer protective plate (4).
5. The enclosure structure suitable for dry-type buildings according to claim 4, characterized in that, An auxiliary support (7) is also installed at the bottom of the side wall frame. One end of the auxiliary support (7) is detachably connected to the main structural beam (1), and the other end abuts against one side of the foot support (6) to keep the foot support (6) vertical.
6. The enclosure structure suitable for dry-type buildings according to claim 5, characterized in that, It also includes a parapet wall assembly, which is installed on top of the sidewall frame and positioned above the building top surface (8) between the dry building floors.
7. The enclosure structure suitable for dry-type buildings according to claim 6, characterized in that, The parapet wall assembly includes: Parapet wall inner panel (9), the parapet wall inner panel (9) is detachably installed on the inner side of the main structure beam (1) through a set of enclosure connection components; Parapet wall outer panel (10), the parapet wall outer panel (10) is detachably installed on the outside of the main structure beam (1) through a set of enclosure connection components; Parapet wall cover plate (11), the parapet wall cover plate (11) is in the shape of a zigzag and is installed on the top of the side wall frame.
8. The enclosure structure suitable for dry-type buildings according to claim 7, characterized in that, The top of the parapet cover plate (11) is provided with a slope (12), which is inclined towards the inside of the side wall frame.
9. The enclosure structure suitable for dry-type buildings according to claim 6, characterized in that, The parapet wall assembly includes: The outer protective panel (4) is installed on the top of the side wall frame, and the outer protective panel (4) extends to the top of the side wall frame to form a parapet panel (13). A wall panel auxiliary frame (14) is installed above the building top surface (8) between the dry building floors, and the wall panel auxiliary frame (14) abuts against the parapet wall panel (13).
10. The enclosure structure suitable for dry-type buildings according to any one of claims 1-9, characterized in that, The main structural beam (1) is hollow inside.