A reinforcing member for a super high hollow steel mesh partition

Abstract

The utility model discloses a kind of super high hollow steel net partition wall reinforcing rib reinforcing member, it is related to steel net partition wall technical field.The super high hollow steel net partition wall reinforcing rib reinforcing member, including ground rail, ground rail and sky rail are arranged in parallel and cross section structure is identical, extend along wall body length direction, vertical fixed in ground rail and sky rail between longitudinal support rod, with ground rail, sky rail jointly constitute rectangular frame;Transverse connecting piece is horizontally connected in the middle of adjacent longitudinal support rod, and baffle is slidably installed in the inside of frame by the cooperation of sliding slot and positioning strip, and inner layer steel net and outer layer steel net are fixed on the both sides of baffle by the cooperation of clamping groove and antiskid strip, ground rail and sky rail form upper and lower datum in parallel, cooperate longitudinal support rod to constitute stable rectangular frame, transverse connecting piece is pulled together longitudinal support rod by connecting plate, substantially improve overall structure shear and torsion performance, avoid lateral deformation, sliding slot and positioning strip cooperate, so that baffle can be accurately sliding positioning, simplify installation while guaranteeing stability.

Description

Technical Field

[0001] This utility model relates to the field of steel mesh partition wall technology, and in particular to a reinforcing rib for an ultra-high hollow steel mesh partition wall. Background Technology

[0002] In the traditional construction of ultra-high hollow steel mesh partition walls, many problems often arise due to unreasonable structural design. The frame system lacks stable upper and lower reference components and is only connected by simple supports, making it difficult to form a regular load-bearing skeleton. Lateral deformation or overall instability is likely to occur, especially in high-height scenarios, where the vertical force is unevenly transmitted, and the probability of frame loosening increases significantly after long-term use. During installation, the lack of precise positioning and guiding structures for each component, relying solely on manual alignment and adjustment, is not only time-consuming and labor-intensive but also makes it difficult to guarantee the alignment accuracy of each layer. This leads to uneven gaps or misalignments in subsequent assembly, increasing the rework rate. Interlayer connections often employ a single, simple fixing method, lacking effective mechanical restraints. When subjected to lateral forces, the materials in each layer are prone to relative displacement, and may even separate, severely affecting the integrity of the partition wall. The steel mesh is often fixed to the base layer by binding or simple clamping, which results in insufficient connection strength. When subjected to force or vibration, the steel mesh is prone to slipping and loosening, and cannot form a tightly fitted composite structure with the base layer. The impact resistance is greatly reduced, and local damage can easily lead to chain damage. The fixing method of the decorative layer is rudimentary, mostly by direct pasting or a few point fixations, which makes it difficult to form an effective connection with the overall structure. When affected by its own weight or external forces, it is prone to warping, hollowing or even falling off, which not only affects the aesthetics but also poses safety hazards. In addition, the connections of various components in traditional structures are mostly non-removable or difficult to disassemble. When a part is damaged and needs to be replaced, a large-scale demolition of the surrounding structure is required, resulting in high maintenance costs and low efficiency. It cannot meet the needs of flexible adjustment or rapid renovation, has a short overall service life, and is not economical. These problems make traditional ultra-high hollow steel mesh partition walls significantly lacking in stability, safety, installation efficiency, and ease of maintenance. Utility Model Content

[0003] The purpose of this utility model is to solve at least one of the technical problems existing in the prior art, and to provide a high-strength hollow steel mesh partition wall reinforcing rib reinforcement component, which can solve the problems of weak interlayer connection, lack of mechanical restraint in single fixing method, easy relative displacement or even separation of materials in each layer under lateral force, affecting the integrity.

[0004] To achieve the above objectives, this utility model provides the following technical solution: A type of ultra-high hollow steel mesh partition wall reinforcement component includes a ground rail, which is arranged parallel to the top rail and has the same cross-sectional structure, extends along the length of the wall, and a longitudinal support rod is vertically fixed between the ground rail and the top rail. The longitudinal support rod is vertically fixed between the ground rail and the overhead rail, forming a rectangular frame together with the ground rail and the overhead rail. A transverse connector is provided at the middle position of two adjacent longitudinal support rods, and the transverse connector is horizontally connected to the middle of the adjacent longitudinal support rods; Two clamping grooves are symmetrically opened on the inner side of the ground track and the overhead track, and anti-slip strips are fixedly installed in the clamping grooves; The inner wall of the ground rail and the overhead rail, as well as the surface of the transverse connecting parts, are provided with grooves. The inside of the grooves is connected to partitions, and the front and back sides of the partitions are respectively covered with inner steel mesh and outer steel mesh. The inner and outer steel meshes are fixed to both sides of the partition by clamping grooves and anti-slip strips. A decorative layer is provided on the inner steel mesh, and openings are provided on the decorative layer.

[0005] Preferably, the lower end of the longitudinal support rod is inserted into the preset mounting hole of the ground rail, the upper end is embedded in the corresponding slot of the ceiling rail, and vertical fixation is achieved by through bolts.

[0006] Preferably, the two ends of the transverse connector are bolted to the longitudinal support rod via connecting plates to form a grid-shaped cross support structure.

[0007] Preferably, the chute is formed in the middle of the inner side wall of the ground rail and the ceiling rail, as well as on the surface of the transverse connecting member. A positioning strip extending along the length direction is fixed in the chute, and the grooves at the upper and lower ends of the partition plate are fitted and positioned with the positioning strip.

[0008] Preferably, the clamping grooves are symmetrically formed on the inner walls of the ground rail and the ceiling rail, located on both sides of the sliding groove, and the anti-slip strips are rubber strips with diamond-shaped patterns on the surface.

[0009] Preferably, the openings on the decorative layer correspond one-to-one with the threaded holes of the longitudinal support rods and the transverse connectors, and the screws pass through the openings, the inner steel mesh and the through holes of the partition in sequence before being threaded into the frame body.

[0010] Preferably, the longitudinal support rod has tenons evenly distributed along the height direction on both sides of its side walls, and mortises are provided at corresponding positions on both sides of the partition, with the tenons and mortises forming a two-way snap-fit ​​fit.

[0011] Preferably, the ground rail, ceiling rail, longitudinal support rod, and transverse connector are all made of hot-dip galvanized steel sheet, the partition is fireproof gypsum board, and the inner and outer steel meshes are diamond-shaped low-carbon steel wire mesh.

[0012] Compared with the prior art, the beneficial effects of this utility model are: 1. This ultra-high-density hollow steel mesh partition wall features reinforcing ribs. The ground and ceiling tracks are parallel, forming upper and lower reference points. Combined with longitudinal support rods, this creates a stable rectangular frame. Lateral connectors link the longitudinal support rods via connecting plates, significantly improving the overall structure's shear and torsional resistance and preventing lateral deformation. The sliding grooves and positioning strips work together to allow for precise sliding positioning of the partitions. The grooves and positioning strips interlock to limit lateral displacement, while the tenons and mortises provide one-way locking to enhance the connection between the partitions and the frame, simplifying installation while ensuring stability.

[0013] 2. This ultra-high-density hollow steel mesh partition wall features reinforcing ribs. Clamping grooves accommodate the edges of both the inner and outer steel mesh layers, while anti-slip strips prevent the mesh from sliding through elastic compression. This composite structure with the partition significantly enhances the partition wall's impact resistance and overall integrity. The decorative layer is tightly fitted to the inner steel mesh, ensuring a smooth surface. Screws pass through openings and are fixed to longitudinal support rods and transverse connectors, achieving both decorative function and preventing warping and detachment. Modular design allows for quick assembly and disassembly, facilitating maintenance and replacement. The overall structure is symmetrical and stable, balancing practicality and reliability. Attached Figure Description

[0014] The present invention will be further described below with reference to the accompanying drawings and embodiments: Figure 1 This is a schematic diagram of a high-density hollow steel mesh partition wall reinforcement component according to the present invention; Figure 2 This is a schematic diagram of a high-density hollow steel mesh partition wall reinforcement component according to the present invention; Figure 3 This is a cross-sectional schematic diagram of a high-density hollow steel mesh partition wall reinforcement component according to the present invention; Figure 4 This is a cross-sectional schematic diagram of a high-density hollow steel mesh partition wall reinforcement component according to the present invention.

[0015] Reference numerals: 1. Ground rail; 2. Positioning strip; 3. Slide groove; 4. Decorative layer; 5. Opening; 6. Screw; 7. Top rail; 8. Longitudinal support rod; 9. Mortise; 10. Anti-slip strip; 11. Transverse connector; 12. Connecting plate; 13. Tenon; 14. Clamping groove; 15. Inner steel mesh; 16. Partition; 17. Outer steel mesh; 18. Groove. Detailed Implementation

[0016] This section will describe in detail the specific embodiments of the present utility model. The preferred embodiments of the present utility model are shown in the accompanying drawings. The purpose of the drawings is to supplement the textual description with graphics, so that people can intuitively and vividly understand each technical feature and the overall technical solution of the present utility model, but they should not be construed as limiting the scope of protection of the present utility model.

[0017] In the description of this utility model, it should be understood that the directional descriptions, such as up, down, front, back, left, right, etc., indicate the directional or positional relationship based on the directional or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model.

[0018] In the description of this utility model, terms such as greater than, less than, and exceeding are understood to exclude the stated number, while terms such as above, below, and within are understood to include the stated number. The use of terms like "first" and "second" is merely for distinguishing technical features and should not be construed as indicating or implying relative importance, or implicitly indicating the quantity or sequence of the indicated technical features.

[0019] In the description of this utility model, unless otherwise explicitly defined, terms such as "setting," "installation," and "connection" should be interpreted broadly, and those skilled in the art can reasonably determine the specific meaning of the above terms in this utility model in conjunction with the specific content of the technical solution.

[0020] Please see Figure 1-4 This utility model provides a technical solution: a high-altitude hollow steel mesh partition wall reinforcing rib, including a ground rail 1, the ground rail 1 and the ceiling rail 7 are arranged in parallel, the cross-sectional structures of the two are completely identical, both extending along the length of the wall, and a longitudinal support rod 8 is vertically fixed between the ground rail 1 and the ceiling rail 7, the lower end of which is inserted into the preset installation hole of the ground rail 1, and the upper end is embedded in the corresponding slot of the ceiling rail 7, and vertical fixation is achieved by through bolts, which are distributed at intervals along the length of the ground rail 1, and together with the ground rail 1 and the ceiling rail 7, they form a rectangular frame; The parallel arrangement of the ground rail 1 and the ceiling rail 7 forms the upper and lower reference planes, and the structural consistency of the two ensures the symmetry of the installation. The longitudinal support rod 8 vertically connects the ground rail 1 and the ceiling rail 7. The vertical force is transferred to the ground and the top structure through a three-level connection method of inserting and embedding bolts. The longitudinal support rod 8, which is distributed at intervals, forms a rectangular frame with the ground rail 1 and the ceiling rail 7, providing a basic load-bearing skeleton for the entire partition wall. A transverse connector 11 is provided at the middle position of two adjacent longitudinal support rods 8, and connecting plates 12 are fixedly installed at both ends of the connector and are fixedly connected to the longitudinal support rods 8 by bolts. The transverse connector 11 spans the middle of two adjacent longitudinal support rods 8 and forms a rigid connection with the longitudinal support rods 8 through the connecting plates 12 at both ends. This transversely pulls the longitudinal support rods 8 together, disperses the lateral force borne by a single longitudinal support rod 8, prevents the frame from becoming unstable due to lateral deformation, and enhances the shear and torsional resistance of the overall structure. The inner sidewalls of the ground rail 1 and the ceiling rail 7, as well as the surface of the transverse connecting piece 11, are provided with grooves 3. Positioning strips 2 are fixedly installed in the grooves 3, and partitions 16 are slidably connected inside the grooves 3. The upper and lower ends of the partition 16 are embedded in the sliding groove 3 and can slide along the length of the sliding groove 3. The upper and lower ends of the partition 16 are provided with grooves 18 corresponding to the positions of the positioning strip 2. When it slides to the installation position, the positioning strip 2 and the groove 18 are fitted and positioned to restrict the lateral displacement of the partition 16. The partition 16 is initially installed by embedding the upper and lower ends into the sliding groove 3. The sliding groove 3 guides the partition 16 to move and adjust its position along the length direction. When it slides to the preset installation position, the positioning strip 2 is precisely engaged with the groove 18. The mechanical limiting effect of the concave and convex structure restricts the horizontal displacement of the partition 16, ensuring that the partition 16 is stably in the installation position. The slide groove 3 provides an installation guide path for the partition 16, ensuring that the partition 16 slides along the preset direction; the positioning strip 2 serves as a positioning reference and cooperates with the groove 18 of the partition 16 to form a mechanical limit, preventing the partition 16 from shifting laterally after installation and ensuring the alignment accuracy of the multi-layer structure. Tenons 13 are fixedly installed on both sides of the longitudinal support rod 8 and are evenly distributed along the height direction. Mortises 9 are opened at corresponding positions on both sides of the partition 16. The tenons 13 and mortises 9 form a one-way snap-fit ​​fit, and the fit is achieved only when the partition 16 moves close to the longitudinal support rod 8. The one-way snap-fit ​​structure of the tenon 13 and the mortise 9 utilizes mechanical interlocking to automatically engage when the partition 16 approaches the longitudinal support rod 8, thereby enhancing the connection strength between the partition 16 and the longitudinal support rod 8 and preventing the partition 16 from separating from the frame under lateral force. At the same time, the one-way engagement characteristic simplifies the installation process. Two clamping grooves 14 are symmetrically opened on the inner side of the ground rail 1 and the ceiling rail 7, and anti-slip strips 10 are fixedly installed in the clamping grooves 14. The clamping groove 14 provides space for the edge of the steel mesh and restricts the vertical displacement of the steel mesh through the groove structure. The anti-slip strip 10 uses its own elasticity to generate radial pressure, increasing the friction with the edge of the steel mesh, preventing the steel mesh from sliding when subjected to force or vibration, and ensuring that the steel mesh and the partition 16 are tightly attached. The partition 16 has an inner steel mesh 15 and an outer steel mesh 17 tightly attached to its front and back sides, respectively. The upper and lower edges of the two steel meshes are bent outward and embedded in the corresponding clamping grooves 14. The anti-slip strips 10 are used to press and fix the mesh. The inner steel mesh 15 and the outer steel mesh 17 are closely attached to the partition 16 to form a composite structure, which enhances the impact resistance and integrity of the partition wall; after the steel mesh edge is bent, it is embedded in the clamping groove 14, and the elastic compression of the anti-slip strip 10 generates continuous pressure to fasten the steel mesh edge in the groove, preventing the steel mesh from separating from or loosening from the partition 16. The decorative layer 4 is closely attached to the outer side of the inner steel mesh 15, and has openings 5. The positions of the openings 5 ​​correspond one-to-one with the positions of the longitudinal support rods 8 and the transverse connectors 11. Screws 6 are installed in the openings 5. Threaded holes are provided at the preset positions of the longitudinal support rod 8 and the transverse connector 11. The screw 6 passes through the opening 5 and is threaded into the threaded hole to fix the decorative layer 4. The decorative layer 4 achieves surface flatness through the close-fitting inner steel mesh 15. The position of the opening 5 ensures that the screw 6 can be accurately connected to the longitudinal support rod 8 and the transverse connector 11, providing a fixed support point for the decorative layer 4 and preventing the decorative layer 4 from warping or falling off due to its own weight or external force. The screw 6 forms a threaded connection with the threaded holes of the longitudinal support rod 8 and the transverse connector 11 through the opening 5. The self-locking property of the thread is used to tightly fix the decorative layer 4 to the frame structure, ensuring that the decorative layer 4, the inner steel mesh 15, and the partition 16 form an integral whole and transmit external force to the frame body.

[0021] Working principle: When in use, the staff first fixes the ground rail 1 and the ceiling rail 7, inserts the lower end of the longitudinal support rod 8 into the preset installation hole of the ground rail 1 and the upper end into the corresponding slot of the ceiling rail 7, and fixes it with through bolts to form a rectangular frame. Then, the transverse connector 11 is bolted to the adjacent longitudinal support rod 8 through the connecting plate 12. Then, the upper and lower ends of the partition plate 16 are inserted into the sliding groove 3 and slid to the installation position so that the positioning strip 2 is fitted into the groove 18. At the same time, the tenon 13 is engaged with the mortise 9. Next, the edges of the inner steel mesh 15 and the outer steel mesh 17 are bent and embedded into the clamping groove 14 and pressed by the anti-slip strip 10. Finally, the decorative layer 4 is tightly attached to the inner steel mesh 15, and the screw 6 passes through the opening 5 and is connected and fixed to the threaded holes of the longitudinal support rod 8 and the transverse connector 11. The ground track 1 and the ceiling track 7 are parallel, forming an upper and lower reference. Together with the longitudinal support rod 8, they form a stable rectangular frame. The transverse connector 11 connects to the longitudinal support rod 8 through the connecting plate 12, which greatly improves the overall structure's shear and torsional resistance and avoids lateral deformation. The sliding groove 3 cooperates with the positioning strip 2 to allow the partition 16 to slide and be positioned precisely. The groove 18 fits into the positioning strip 2 to limit lateral displacement. The tenon 13 and the mortise 9 engage in a one-way snap to strengthen the connection between the partition 16 and the frame, simplifying installation while ensuring stability. The clamping groove 14 accommodates the edges of the inner steel mesh 15 and the outer steel mesh 17. The anti-slip strip 10 prevents the steel mesh from sliding through elastic compression, forming a composite structure with the partition 16, significantly improving the impact resistance and overall integrity of the partition wall. The decorative layer 4 is tightly attached to the inner steel mesh 15 to ensure a flat surface. Screws 6 pass through the opening 5 and are fixed to the longitudinal support rod 8 and the transverse connector 11, achieving both decorative function and preventing warping and detachment. The modular design of each component allows for quick assembly and disassembly, facilitating maintenance and replacement. The overall structure is symmetrical and stable, balancing practicality and reliability.

[0022] Structural Description: Ground rail 1: The whole is a long strip structure with a cross-section that is exactly the same as the ceiling rail 7. It extends along the length of the wall and is fixed at the ground reference position. It serves as the reference component at the bottom of the partition wall. It is arranged parallel to the ceiling rail 7 to form the upper and lower reference planes, providing the bottom installation foundation for the longitudinal support rod 8. Together, they form the bottom structure of the rectangular frame, ensuring the installation symmetry and stability of the overall structure. Positioning strip 2: It is a long strip-shaped protrusion structure, which is fixedly installed in the groove 3 of the ground rail 1, the top rail 7 and the groove 3 of the transverse connector 11. It extends straight along the length of the groove 3 and serves as a positioning reference. It cooperates with the groove 18 at the upper and lower ends of the partition 16 to form a mechanical limit, so as to prevent the partition 16 from shifting laterally after installation and ensure the alignment accuracy of the multi-layer structure. Slide 3: A U-shaped groove structure opened on the surface of the component, respectively opened in the middle of the inner side wall of the ground rail 1, the middle of the inner side wall of the ceiling rail 7 and the surface of the transverse connector 11, and running through the length of each component, providing an installation guide path for the partition 16, guiding the partition 16 to slide in a preset direction, facilitating the position adjustment and initial installation positioning of the partition 16. Decorative layer 4: This is a board structure covering the outside of the inner steel mesh 15. It is closely attached to the outside of the inner steel mesh 15, covering the entire partition wall surface and serving to decorate the partition wall surface. The surface flatness is achieved by closely attaching it to the inner steel mesh 15. The openings 5 ​​on it provide a channel for the screws 6 to pass through, so that the decorative layer 4 can be fixed with the longitudinal support rods 8 and the transverse connectors 11, preventing warping or falling off due to its own weight or external force. Opening 5: A circular hole made on the decorative layer 4. The opening position corresponds one-to-one with the preset threaded hole position of the longitudinal support rod 8 and the transverse connector 11. It serves as a passage for the screw 6 to pass through, ensuring that the screw 6 can accurately pass through the decorative layer 4 and connect with the threaded hole of the longitudinal support rod 8 and the transverse connector 11, providing a fulcrum for fixing the decorative layer 4. Screw 6: A threaded fastener, set in the opening 5 of the decorative layer 4, passes through the opening 5 and connects to the threaded holes of the longitudinal support rod 8 and the transverse connector 11. Through the self-locking characteristic of the threaded connection, the decorative layer 4 is tightly fixed to the frame structure, so that the decorative layer 4, the inner steel mesh 15, and the partition 16 form a whole, and external force is transmitted to the frame body. The ceiling track 7 is a long strip structure with a cross-section that is exactly the same as the ground track 1. It extends along the length of the wall and is fixed to the top structure corresponding to the ground track 1. It serves as the reference component at the top of the partition wall and is arranged parallel to the ground track 1 to form upper and lower reference surfaces. It provides the top installation base for the longitudinal support rod 8 and together they form the top structure of the rectangular frame, ensuring the installation symmetry and stability of the overall structure. Longitudinal support rod 8: It is a long strip-shaped rod structure, which is vertically fixed between the ground rail 1 and the top rail 7. The lower end is inserted into the preset installation hole of the ground rail 1, and the upper end is embedded in the corresponding slot of the top rail 7. It is vertically fixed by through bolts. It is distributed at intervals along the length of the ground rail 1. As a vertical support member of the frame, it transmits vertical force to the ground and the top structure. Together with the ground rail 1 and the top rail 7, it forms a rectangular frame, providing a basic load-bearing skeleton for the entire partition wall. The tenons 13 on its two side walls cooperate with the mortises 9 of the partition 16 to enhance the connection strength with the partition 16. 9: The groove structure is opened on both sides of the partition 16. The opening position corresponds one-to-one with the tenon 13 on both sides of the longitudinal support rod 8. They are evenly distributed along the height direction of the partition 16 and form a one-way snap-fit ​​with the tenon 13 of the longitudinal support rod 8. When the partition 16 moves closer to the longitudinal support rod 8, the tenon 13 is embedded in it, which enhances the connection strength between the partition 16 and the longitudinal support rod 8 and prevents the partition 16 from separating from the frame under the action of lateral force. Anti-slip strip 10: It is an elastic strip with anti-slip texture on the surface. The material has elastic deformation ability. It is fixedly installed in the clamping groove 14 of the ground rail 1 and the ceiling rail 7, completely fitting the groove wall. It uses its own elasticity to generate radial pressure, increasing the friction with the edges of the inner steel mesh 15 and the outer steel mesh 17, preventing the steel mesh from sliding when subjected to force or vibration, and ensuring that the steel mesh is tightly fitted with the partition 16. Transverse connector 11: This is a long strip connector, horizontally positioned in the middle of two adjacent longitudinal support rods 8. Both ends are connected to the longitudinal support rods 8 via connecting plates 12. It spans across the adjacent longitudinal support rods 8 and forms a rigid connection with them via the connecting plates 12 at both ends. This transversely pulls the longitudinal support rods 8 together, dispersing the lateral force borne by each individual longitudinal support rod 8, preventing the frame from becoming unstable due to lateral deformation, and enhancing the overall shear and torsional resistance of the structure. The groove 3 on its surface provides installation guidance for the partition plate 16. Connecting plate 12: It is a plate-shaped structure fixed at both ends of the transverse connecting member 11. One end is fixedly connected to the transverse connecting member 11, and the other end is attached to the middle side wall of the longitudinal support rod 8. It is fixed to the longitudinal support rod 8 by bolts. It serves as the connection medium between the transverse connecting member 11 and the longitudinal support rod 8, realizing the rigid connection between the two, ensuring that the transverse connecting member 11 can effectively transmit lateral force and enhance the overall integrity of the frame. Tenon 13: A protruding structure fixed to the two side walls of the longitudinal support rod 8. The head is shaped to fit the mortise 9. It is evenly distributed along the height direction of the longitudinal support rod 8 and corresponds to the mortise 9 position on the two side walls of the partition 16. It forms a one-way snap-fit ​​with the mortise 9 of the partition 16. It is only fitted when the partition 16 approaches the longitudinal support rod 8, which enhances the connection strength between the partition 16 and the longitudinal support rod 8, simplifies the installation process, and prevents the partition 16 from separating from the frame. Clamping groove 14: It is a "C"-shaped groove structure opened on the inside of the component, symmetrically opened on the inside of the ground rail 1 and the inside of the top rail 7, located on both sides of the slide groove 3, providing a space for the upper and lower edges of the inner steel mesh 15 and the outer steel mesh 17, restricting the vertical displacement of the steel mesh through the groove structure, and cooperating with the anti-slip strip 10 to achieve the pressing and fixing of the steel mesh; Inner steel mesh 15: It is a diamond-shaped low-carbon steel wire mesh structure, which is closely attached to one side of the partition 16. The upper and lower edges are bent outward and embedded in the clamping grooves 14 corresponding to the ground rail 1 and the top rail 7. It forms a composite structure with the partition 16 and the outer steel mesh 17, which enhances the impact resistance and integrity of the partition wall, and at the same time provides a bonding base for the decorative layer 4. Partition 16: It is a plate-shaped structure with its upper and lower ends embedded in the grooves 3 of the ground rail 1, the ceiling rail 7 and the transverse connector 11. It can slide along the length of the groove 3. The tenons 13 of the longitudinal support rods 8 on both sides are provided with mortises 9, which serve as the installation base for the inner steel mesh 15 and the outer steel mesh 17. The position is adjusted and positioned by the groove 3 and the positioning strip 2. The connection with the frame is enhanced by the cooperation of the tenons 13 and the mortises 9, forming the main support layer of the partition wall. Outer steel mesh 17: It is a diamond-shaped low-carbon steel wire mesh structure, which is closely attached to the other side of the partition 16. The upper and lower edges are bent outward and embedded in the clamping grooves 14 corresponding to the ground rail 1 and the top rail 7. It forms a composite structure with the partition 16 and the inner steel mesh 15, which enhances the impact resistance and integrity of the partition wall and serves as the outer protective layer of the partition wall. Groove 18: This is a recessed structure opened at the upper and lower ends of the partition 16. The opening position corresponds one-to-one with the positioning strip 2 in the sliding groove 3 of the ground rail 1, the top rail 7 and the transverse connecting piece 11. When the partition 16 slides to the installation position, it forms an interlocking positioning with the positioning strip 2. The mechanical limiting effect of the concave and convex structure restricts the horizontal displacement of the partition 16, ensuring that the partition 16 is stably in the installation position.

[0023] The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings. However, the present utility model is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the spirit of the present utility model.

Claims

1. A reinforcing member for a super high hollow steel mesh partition reinforcing bar, comprising a ground rail (1), characterized in that: The ground rail (1) and the ceiling rail (7) are arranged in parallel and have the same cross-sectional structure, extending along the length of the wall. A longitudinal support rod (8) is vertically fixed between the ground rail (1) and the ceiling rail (7). The longitudinal support rod (8) is vertically fixed between the ground rail (1) and the overhead rail (7), and together with the ground rail (1) and the overhead rail (7) it forms a rectangular frame; A transverse connector (11) is provided at the middle position of two adjacent longitudinal support rods (8), and the transverse connector (11) is horizontally connected to the middle of the adjacent longitudinal support rods (8); Two clamping grooves (14) are symmetrically opened on the inner side of the ground rail (1) and the ceiling rail (7), and anti-slip strips (10) are fixedly installed in the clamping grooves (14). The inner side wall of the ground rail (1) and the top rail (7) and the surface of the transverse connecting piece (11) are provided with a sliding groove (3). The sliding groove (3) is slidably connected with a partition (16). The front and back sides of the partition (16) are respectively covered with an inner steel mesh (15) and an outer steel mesh (17). The inner steel mesh (15) and the outer steel mesh (17) are fixed to both sides of the partition (16) by the cooperation of the clamping groove (14) and the anti-slip strip (10). A decorative layer (4) is provided on the inner steel mesh (15), and an opening (5) is provided on the decorative layer (4).

2. A reinforcing member for a steel mesh reinforced superimposed partition according to claim 1, characterized in that: The lower end of the longitudinal support rod (8) is inserted into the preset mounting hole of the ground rail (1), and the upper end is embedded in the corresponding slot of the ceiling rail (7), and is vertically fixed by a through bolt.

3. A reinforcing member for a steel mesh reinforced super-void diaphragm according to claim 2, characterized in that: The two ends of the transverse connector (11) are bolted to the longitudinal support rod (8) through the connecting plate (12) to form a grid-shaped cross support structure.

4. The ultra-high hollow steel mesh partition wall reinforcing rib as described in claim 3, characterized in that: The groove (3) is opened in the middle of the inner side wall of the ground rail (1) and the overhead rail (7) and on the surface of the transverse connector (11). A positioning strip (2) extending along the length direction is fixed in the groove (3). The groove (18) at the upper and lower ends of the partition (16) is fitted and positioned with the positioning strip (2).

5. A reinforcing member for a steel mesh reinforced super-void diaphragm wall according to claim 4, characterised in that: The clamping groove (14) is symmetrically opened on the inner side wall of the ground rail (1) and the overhead rail (7), located on both sides of the slide groove (3), and the anti-slip strip (10) is a rubber strip with a diamond pattern on the surface.

6. A reinforcing member for a steel mesh reinforced super-void diaphragm wall according to claim 5, wherein: The openings (5) on the decorative layer (4) correspond one-to-one with the threaded holes of the longitudinal support rod (8) and the transverse connector (11). The screws (6) pass through the through holes of the openings (5), the inner steel mesh (15) and the partition (16) in sequence and are then threadedly connected to the frame body.

7. A reinforcing member for a steel mesh reinforced superimposed partition according to claim 6, characterized in that: The longitudinal support rod (8) has tenons (13) evenly distributed along the height direction on both sides of the side wall, and mortises (9) are opened at corresponding positions on both sides of the partition (16). The tenons (13) and mortises (9) form a two-way snap-fit ​​fit.

8. A reinforcing member for a steel mesh reinforced superimposed partition according to claim 7, characterized in that: The ground rail (1), ceiling rail (7), longitudinal support rod (8) and transverse connector (11) are all made of hot-dip galvanized steel plate, the partition (16) is fireproof gypsum board, and the inner steel mesh (15) and outer steel mesh (17) are diamond-shaped low carbon steel wire mesh.

Images