Steel bar welded mesh with high compression resistance and crack resistance
By designing fixing plates, clamping components and clamping components in the steel bar welded mesh, the problems of prone to cracking and insufficient compressive resistance at the connections of the existing steel bar welded mesh are solved, and the effect of high compression and cracking resistance is achieved.
Patent Information
- Application Number
- CN202422016965.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-20
- Publication Date
- 2025-06-20
- Estimated Expiration
- 2034-08-20
AI Technical Summary
During long-term use, the existing steel bar welded mesh is prone to cracking at the connections and lacks compressive resistance, making it difficult to meet the high-strength requirements in construction.
A high compression and crack-resistant steel bar welded mesh is designed. By setting up a fixed plate and a clamping assembly, the connection relationship between the steel bars is enhanced, and the steel bars are fixed by clamping components to improve the compressive resistance at the connection.
It effectively enhances the compressive and cracking resistance of the steel welded mesh, improves the stability of the joints, can adapt to steel mesh of different diameters and density, and has a significant reinforcement effect.
Smart Images

Figure CN223003621U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel bar welded mesh, in particular to a steel bar welded mesh sheet with high compressive strength and crack resistance. Background Technique
[0002] A steel bar welded mesh is a mesh-shaped steel bar product welded and formed in a factory, consisting of longitudinal steel bars and transverse steel bars arranged at a certain interval and at right angles, and all intersection points are welded together. The steel bar welded mesh is widely used in various building structures. For example, in the construction process of railway box girders, the steel bar welded mesh is widely used. The use of the steel bar welded mesh significantly improves the quality of the bridge deck pavement, improves the flatness of the bridge deck, and can effectively increase the crack resistance of the bridge deck.
[0003] In some building constructions, higher strength requirements are imposed on the steel bar welded mesh. Currently, cold-rolled ribbed steel bars are mainly used to make the steel bar welded mesh. However, the strength of the cold-rolled ribbed steel bars is only improved compared with ordinary steel bars. At the joints of the steel bar welded mesh made of cold-rolled ribbed steel bars, connection is usually achieved by welding, so that during long-term use of the steel bar mesh sheet, the joints are prone to cracking.
[0004] In view of this, it is necessary to provide a steel bar welded mesh sheet with high compressive strength and crack resistance. Content of the Utility Model
[0005] The purpose of the utility model is to provide a steel bar welded mesh sheet with high compressive strength and crack resistance, so as to solve the problem of insufficient strength of the steel bar welded mesh.
[0006] To achieve the above purpose, the utility model provides the following technical solution: a steel bar welded mesh sheet with high compressive strength and crack resistance, including a first fixing plate, a second fixing plate, longitudinal steel bars, and transverse steel bars. The longitudinal steel bars are fixedly connected to the transverse steel bars. A first through groove is provided on the lower end surface of the first fixing plate, and a second through groove is provided on the upper end surface of the second fixing plate. The first through groove and the second through groove are arranged perpendicular to each other. The first fixing plate and the second fixing plate are installed at the joint of the longitudinal steel bars and the transverse steel bars. Grooves are provided on the side surfaces of the first fixing plate and the second fixing plate. The first fixing plate and the second fixing plate are provided with a plurality of clamping components. The clamping component includes an extension rod, and the extension rod is slidably connected to the groove. The first fixing plate and the second fixing plate are both provided with two groups of clamping components. The clamping component includes two symmetrically arranged clamping structures. The clamping structure includes a sleeve, a first threaded rod is threadedly connected to the sleeve, a sleeve shaft is rotatably connected to the first threaded rod, the sleeve shaft is slidably connected to the sleeve, and a clamping arc plate is fixedly installed on the sleeve shaft.
[0007] A plurality of clamping members are fixedly installed on the lower end surface of the first fixing plate, and a plurality of clamping grooves are fixedly installed on the lower end surface of the second fixing plate. The clamping members and the clamping grooves are correspondingly arranged.
[0008] The clamping component further includes a ratchet rack, a second spring, and a rib plate. The ratchet rack is fixedly installed in the groove. The other end of the extension rod is fixedly connected to one end of the second spring. The other end of the second spring is fixedly connected to the rib plate. The rib plate is in clamping connection with the ratchet rack.
[0009] A second threaded hole is provided on the lower end surface of the sleeve shaft. A second threaded rod is fixedly installed on the outer arc surface of the clamping arc plate. The clamping arc plate is in threaded connection with the sleeve shaft.
[0010] A first threaded hole is provided on the sleeve. The first threaded rod passes through the sleeve and is in threaded connection with the sleeve.
[0011] Two symmetrically arranged first limit blocks and a second limit block are fixedly installed in the card slot. The second limit block is arranged in cooperation with the two first limit blocks.
[0012] Compared with the prior art, the beneficial effects of the present utility model are as follows:
[0013] 1. By providing two fixing plates to fix the upper and lower steel bars respectively, and the connection relationship of the two fixing plates by clamping, the connection part of the welded steel bars is more compressive.
[0014] 2. When reinforcing steel bar meshes with different diameters and different densities, through the combined use of the clamping component and the clamping assembly, the clamping assembly can be clamped on the steel bars, enhancing the connection relationship between the steel bars, and further increasing the crack resistance of the steel bar mesh. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 is a three-dimensional structural schematic diagram of the present utility model;
[0016] Figure 2 is a three-dimensional structural schematic diagram of the disassembly of the first fixing plate and the second fixing plate of the present utility model;
[0017] Figure 3 is a three-dimensional structural schematic diagram of the clamping structure of the present utility model;
[0018] Figure 4 is a three-dimensional structural schematic diagram of the clamping component of the present utility model;
[0019] Figure 5 is Figure 4 a magnified structural schematic diagram of area A;
[0020] Figure 6 is a three-dimensional structural schematic diagram of the connection between the first fixing plate and the second fixing plate of the present utility model;
[0021] In the figure: 1. First fixing plate, 10. First through groove, 11. Clamping part, 12. Groove, 2. Second fixing plate, 20. Second through groove, 21. Card slot, 22. First limiting block, 23. Second limiting block, 3. Clamping component, 31. Extension rod, 32. Ratchet rack, 33. Second spring, 34. Slide block, 35. Rib plate, 4. Clamping component, 41. Clamping structure, 410. First threaded rod, 411. Sleeve, 4111. First threaded hole, 412. Sleeve shaft, 413. Clamping arc plate, 4121. Second threaded hole, 4131. Second threaded rod, 5. Longitudinal steel bar, 6. Transverse steel bar. Detailed implementation manners
[0022] To make the objectives, advantages and technical solutions of the embodiments of the present utility model clearer, the technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Apparently, the described embodiments are only a part rather than all of the embodiments of the present utility model. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.
[0023] In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation to the present utility model. In addition, in the description of the present utility model, the meaning of "a plurality of" is two or more unless otherwise specifically defined.
[0024] According to Figures 1-6, this embodiment provides a steel bar welded mesh with high compressive strength and crack resistance, including a first fixing plate 1, a second fixing plate 2, longitudinal steel bars 5, and transverse steel bars 6. The longitudinal steel bars 5 are fixedly connected to the transverse steel bars 6. A first through groove 10 is provided on the lower end surface of the first fixing plate 1, and a second through groove 20 is provided on the upper end surface of the second fixing plate 2. The first through groove 10 and the second through groove 20 are arranged perpendicular to each other. The first fixing plate 1 and the second fixing plate 2 are installed at the connection of the longitudinal steel bars 5 and the transverse steel bars 6. The connection of the longitudinal steel bars 5 and the transverse steel bars 6 is usually connected by welding. By installing the first fixing plate 1 and the second fixing plate 2 at the connection, the compressive strength and crack resistance of the connection are enhanced. A plurality of grooves 12 are provided on the sides of the first fixing plate 1 and the second fixing plate 2. A plurality of clamping components 3 are provided on the first fixing plate 1 and the second fixing plate 2. The clamping component 3 includes an extension rod 31, and the extension rod 31 is slidably connected to the groove 12. Two groups of clamping components 4 are provided on both the first fixing plate 1 and the second fixing plate 2. The clamping component 4 includes two symmetrically arranged clamping structures 41. The clamping structure 41 includes a sleeve 411, a first threaded rod 410 is threadedly connected to the sleeve 411, a sleeve shaft 412 is rotatably connected to the first threaded rod 410, the sleeve shaft 412 is slidably connected to the sleeve 411, and a clamping arc plate 413 is fixedly installed on the sleeve shaft 412. Through the two groups of symmetric clamping structures 41 provided on the first fixing plate 1, by moving the clamping structure 41 to a suitable position, the first threaded rod 410 threadedly connected to the sleeve 411 is used to move the sleeve shaft 412, thereby driving the movement of the clamping arc plate 413 to fixedly connect the longitudinal steel bar 5 below the first fixing plate 1. The two groups of symmetric clamping structures 41 provided on the second fixing plate 2 fixedly connect the transverse steel bar 6 above the second fixing plate 2. By the way of mutual fixation up and down, the stability of the connection of the steel bars is improved.
[0025] A plurality of clamping members 11 are fixedly installed on the lower end surface of the first fixing plate 1, and a plurality of clamping grooves 21 are fixedly installed on the upper end surface of the second fixing plate 2. The clamping members 11 and the clamping grooves 21 are correspondingly arranged. By clamping and connecting the first fixing plate 1 and the second fixing plate 2, the connection of the longitudinal steel bars 5 and the transverse steel bars 6 is protected between the first fixing plate 1 and the second fixing plate 2, thereby enhancing the compressive strength of the steel bar mesh.
[0026] The clamping component 3 further includes a ratchet rack 32, a second spring 33, a slider 34, and a rib plate 35. The ratchet rack 32 is fixedly installed in the groove 12. The other end of the extension rod 31 is fixedly connected to one end of the second spring 33. The other end of the second spring 33 is fixedly connected to the slider 34. The slider 34 is slidably connected to the extension rod 31. The slider 34 is fixedly connected to the rib plate 35. The rib plate 35 is clamped and connected to the ratchet rack 32. Through the clamping connection between the rib plate 35 and the ratchet rack 32, it is used to move and clamp the arc plate 413, so that after the clamping arc plate 413 clamps the steel bar, it will always maintain the clamping state of the steel bar.
[0027] A second threaded hole 4121 is provided on the lower end surface of the sleeve shaft 412. A second threaded rod 4131 is fixedly installed on the outer arc surface of the clamping arc plate 413. The clamping arc plate 413 is threadedly connected to the sleeve shaft 412. If the clamping arc plate 413 does not match the diameter of the steel bar to be clamped, the clamping arc plate 413 can be replaced to achieve the effect of matching the diameter of the steel bar.
[0028] A first threaded hole 4111 is provided on the sleeve 411. The first threaded rod 410 passes through the sleeve 411 and is threadedly connected to the sleeve 411. By rotating the first threaded rod 410, the sleeve shaft 412 drives the clamping arc plate 413 to move.
[0029] Two symmetrically arranged first limit blocks 22 and a second limit block 23 are fixedly installed in the card slot 21. The second limit block 23 is cooperatively arranged with the two first limit blocks 22. The card member 11 is limited by the two first limit blocks 22 and the second limit block 23 to prevent the card member 11 from shaking in the card slot 21, thereby ensuring stable connection.
[0030] The specific operation is as follows: Place the first fixing plate 1 and the second fixing plate 2 at the welded joint of the longitudinal steel bar 5 and the transverse steel bar 6. Pass the cross-welded transverse steel bar 6 and longitudinal steel bar 5 through the first through groove 10 and the second through groove 20 respectively. Squeeze the first fixing plate 1 and the second fixing plate 2 so that the card member 11 is stuck in the card slot 21. Move the sleeve 411 on the clamping structure 41 to a suitable position by pushing the first extension rod 31. Rotate the first threaded rod 410, and then push the sleeve shaft 412 to bring the clamping arc plate 413 into clamping contact with the steel bar. Check whether the clamping arc plate 413 fits the steel bar to be clamped. If it fits, operate other clamping structures 41 synchronously. If it does not fit, rotate the first threaded rod 410 in the reverse direction to drive the clamping arc plate 413 away from the steel bar. Rotate the clamping arc plate 413 to replace the clamping arc plate 413, and at the same time replace the clamping arc plates 413 on other clamping structures 41 to reinforce the steel bar mesh with insufficient welding strength.
[0031] Although the present utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: they can still modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements on some of the technical features; and these modifications or replacements do not cause the essence of the corresponding technical solutions to deviate from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims
1. A steel bar welded mesh with high compression resistance and crack resistance, comprising a fixing plate 1 (1), a fixing plate 2 (2), longitudinal steel bars (5), and transverse steel bars (6), wherein the longitudinal steel bars (5) are fixedly connected to the transverse steel bars (6), a through groove 1 (10) is provided on the lower end surface of the fixing plate 1 (1), and a through groove 2 (20) is provided on the upper end surface of the fixing plate 2 (2), wherein the through groove 1 (10) and the through groove 2 (20) are arranged perpendicular to each other, and the fixing plate 1 (1) and the fixing plate 2 (2) are installed at the connection between the longitudinal steel bars (5) and the transverse steel bars (6), characterized in that: The fixing plate 1 (1) and the fixing plate 2 (2) are provided with a plurality of grooves (12) on their sides. The fixing plate 1 (1) and the fixing plate 2 (2) are provided with a plurality of clamping assemblies (3). The clamping assemblies (3) include an extension rod (31). The extension rod (31) is slidably connected to the groove (12). The fixing plate 1 (1) and the fixing plate 2 (2) are both provided with two sets of clamping assemblies (4). The clamping assemblies (4) include two symmetrically arranged clamping structures (41). The clamping structure (41) includes a sleeve (411). The sleeve (411) is threadedly connected to a threaded rod 1 (410). The threaded rod 1 (410) is rotatably connected to a sleeve shaft (412). The sleeve shaft (412) is slidably connected to the sleeve (411). A clamping arc plate (413) is fixedly mounted on the sleeve shaft (412).
2. A highly compressive and crack-resistant steel welded mesh according to claim 1, characterized in that: A plurality of clamping members (11) are fixedly mounted on the lower end surface of the fixing plate 1 (1), and a plurality of clamping slots (21) are fixedly mounted on the upper end surface of the fixing plate 2 (2), wherein the clamping members (11) and the clamping slots (21) are arranged correspondingly.
3. The high compression and crack resistance steel welded mesh according to claim 1, characterized in that: The clamping assembly (3) further comprises a ratchet bar (32), a second spring (33), a slider (34), and a rib plate (35); the ratchet bar (32) is fixedly mounted in the groove (12); the other end of the extension rod (31) is fixedly connected to one end of the second spring (33); the other end of the second spring (33) is fixedly connected to the slider (34); the slider (34) is slidably connected to the extension rod (31); the slider (34) is fixedly connected to the rib plate (35); and the rib plate (35) is clamped and connected to the ratchet bar (32).
4. The high compression and crack resistance steel welded mesh according to claim 1, characterized in that: The lower end surface of the sleeve shaft (412) is provided with a second threaded hole (4121), the outer arc surface of the clamping arc plate (413) is fixedly mounted with a second threaded rod (4131), and the clamping arc plate (413) is threadedly connected to the sleeve shaft (412).
5. The high compression and crack resistance steel welded mesh according to claim 1, characterized in that: The sleeve (411) is provided with a threaded hole 1 (4111), and the threaded rod 1 (410) passes through the sleeve (411) and is threadedly connected to the sleeve (411).
6. The high compression and crack resistance steel welded mesh according to claim 2, characterized in that: Two symmetrically arranged limit blocks 1 (22) and a limit block 2 (23) are fixedly installed in the slot (21), and the limit block 2 (23) is arranged in cooperation with the two limit blocks 1 (22).