Anchoring steel plate reinforcement structure

Abstract

The utility model relates to steel plate reinforcing structure technical field especially is a kind of anchoring steel plate reinforcing structure, including multilayer foundation, steel plate assembly, first reinforcing steel, second reinforcing steel and positioning assembly, the right side of multilayer foundation is equipped with steel plate assembly, the steel plate assembly includes and the inside lining steel plate of the right side of multilayer foundation, the left side of the inside lining steel plate is fixedly connected with multiple groups of anchoring steel plate group, in the utility model, by the support frame, positioning frame, first positioning casing and second positioning casing being set, the device can be through support frame and positioning frame and make first positioning casing and second positioning casing present specific inclination angle, by first positioning casing and second positioning casing to the location of first reinforcing steel and second reinforcing steel, it can be quickly positioned that first reinforcing steel and second reinforcing steel, not only more time-saving and labor-saving, but also can reduce the angle error of first reinforcing steel and second reinforcing steel placement.

Description

Technical Field

[0001] This utility model relates to the field of steel plate reinforcement structure technology, specifically to an anchored steel plate reinforcement structure. Background Technology

[0002] Anchored steel plate reinforcement structure is a technology widely used in the reinforcement of concrete structures. Its core lies in fixing steel plates to concrete members by pre-embedded steel bars in the concrete to improve the load-bearing capacity, stiffness and stability of the structure.

[0003] Existing steel plate reinforcement structures reinforce steel plates by welding steel bars embedded in concrete to the steel plates. However, the steel bars need to be placed at an angle during the embedding process, and the steel bars are placed manually without a positioning structure. This is not only time-consuming and labor-intensive, but also prone to significant errors. Therefore, an anchored steel plate reinforcement structure is proposed to address these issues. Utility Model Content

[0004] The purpose of this utility model is to provide an anchoring steel plate reinforcement structure to solve the problem that some existing anchoring steel plate reinforcement structures require manual placement of steel bars during the pre-embedded steel bar process, which lacks a positioning structure, is not only time-consuming and labor-intensive, but also has a large error.

[0005] To achieve the above objectives, this utility model provides the following technical solution: An anchored steel plate reinforcement structure includes a multi-layer foundation, a steel plate assembly, first reinforcing bars, second reinforcing bars, and a positioning assembly. The steel plate assembly is located on the right side of the multi-layer foundation. The steel plate assembly includes an inner lining steel plate that adheres to the right side of the multi-layer foundation. Multiple sets of anchored steel plate assemblies are fixedly connected to the left side of the inner lining steel plate. Multiple pairs of first reinforcing bars are located on the left side of the steel plate assembly. Second reinforcing bars are located on the right side of each of the first reinforcing bars. Positioning assemblies are located at the lower ends of both the first and second reinforcing bars. Each positioning assembly includes a support frame. A positioning frame is welded to the upper side of each support frame. A first positioning shell is welded to the left end of each positioning frame. A second positioning shell is welded to the upper left side of each of the first positioning shells. First reinforcing bars pass between multiple second positioning shells on the left side and between multiple second positioning shells on the right side and between multiple second positioning shells on the right side. Second reinforcing bars are welded to the opposing sides of multiple second positioning shells on the right side and between multiple second positioning shells on the right side.

[0006] Preferably, the multi-layer foundation includes a first subbase, a second subbase is poured on the upper side of the first subbase, a third subbase is poured on the upper side of the second subbase, and a fourth subbase is poured on the upper side of the third subbase.

[0007] Preferably, the multiple sets of anchoring steel plates are distributed at equal distances in the front-to-back direction, and each set of anchoring steel plates is composed of multiple "T"-shaped steel plates distributed at equal distances in the up-down direction.

[0008] Preferably, the upper end of each of the first reinforcing bars is welded to an anchoring steel plate assembly, and the lower end of each of the first reinforcing bars is welded to the second positioning shell and the first positioning shell located on the left side.

[0009] Preferably, the upper end of the second reinforcing bar is welded to an anchoring steel plate assembly, and the lower end of the second reinforcing bar is welded to the second positioning shell and the first positioning shell located on the right side.

[0010] Compared with the prior art, the beneficial effects of this utility model are: In this utility model, by setting a support frame, a positioning frame, a first positioning shell, and a second positioning shell, the device can make the first positioning shell and the second positioning shell present a specific tilt angle through the support frame and the positioning frame. The first positioning shell and the second positioning shell limit the first reinforcing bar and the second reinforcing bar, so that the first reinforcing bar and the second reinforcing bar can be quickly positioned. This not only saves time and effort, but also reduces the angular error of the placement of the first reinforcing bar and the second reinforcing bar. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a cross-sectional view of the overall structure of this utility model; Figure 3 This is a cross-sectional view of the multi-layer foundation structure of this utility model; Figure 4 This is a cross-sectional view of the steel plate assembly structure of this utility model; Figure 5 This utility model Figure 2 A schematic diagram of the structure at point A.

[0012] In the diagram: 1. Multi-layer foundation; 11. First base course; 12. Second base course; 13. Third base course; 14. Fourth base course; 2. Steel plate assembly; 21. Inner steel plate lining; 22. Anchoring steel plate assembly; 3. First reinforcing bar; 4. Second reinforcing bar; 5. Positioning assembly; 51. Support frame; 52. Positioning frame; 53. First positioning shell; 54. Second positioning shell. Detailed Implementation

[0013] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0014] In the description of this utility model, it should be understood that the directional terms such as "front, back, up, down, left, right", "horizontal, vertical, horizontal" and "top, bottom" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this utility model and simplifying the description. Unless otherwise stated, these directional terms 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, and therefore should not be construed as a limitation on the scope of protection of this utility model. The directional terms "inner" and "outer" refer to the inner and outer contours of each component itself.

[0015] Furthermore, it should be noted that the use of terms such as "first" and "second" to define components is merely for the purpose of distinguishing the corresponding components. Unless otherwise stated, the above terms have no special meaning and therefore cannot be construed as limiting the scope of protection of this utility model.

[0016] Please see Figure 1-5 This utility model provides a technical solution: An anchored steel plate reinforcement structure includes a multi-layer foundation 1, a steel plate assembly 2, first reinforcing bars 3, second reinforcing bars 4, and positioning components 5. The steel plate assembly 2 is located on the right side of the multi-layer foundation 1. The steel plate assembly 2 includes an inner lining steel plate 21 that is attached to the right side of the multi-layer foundation 1. Multiple sets of anchored steel plate assemblies 22 are fixedly connected to the left side of the inner lining steel plate 21. Multiple pairs of first reinforcing bars 3 are located on the left side of the steel plate assembly 2. Second reinforcing bars 4 are located on the right side of each first reinforcing bar 3. Positioning components 5 are located at the lower ends of both the first reinforcing bars 3 and the second reinforcing bars 4. Each positioning component 5 includes a support... A positioning frame 52 is welded to the upper side of the support frame 51. A first positioning housing 53 is welded to the left end of the positioning frame 52. A second positioning housing 54 is welded to the upper left side of the first positioning housing 53. A first reinforcing bar 3 passes through the multiple second positioning housings 54 on the left side and the first positioning housing 53. A second reinforcing bar 4 passes through the multiple second positioning housings 54 on the right side and the first positioning housing 53. The opposing sides of the multiple second positioning housings 54 on the right side and the first positioning housing 53 are welded to the second reinforcing bar 4.

[0017] The multi-layer foundation 1 includes a first base course 11, a second base course 12 poured on the upper side of the first base course 11, a third base course 13 poured on the upper side of the second base course 12, and a fourth base course 14 poured on the upper side of the third base course 13. The first reinforcing bar 3 and the second reinforcing bar 4 can be fixed through the second base course 12, the third base course 13, and the fourth base course 14. Multiple sets of anchoring steel plate groups 22 are evenly distributed in the front-to-back direction. Each set of anchoring steel plate groups 22 is composed of multiple "T"-shaped steel plates evenly distributed in the vertical direction. The inner lining steel plate 2 can be fixed through the anchoring steel plate groups 22. 1. Stable connection between the first reinforcing bar 3 and the second reinforcing bar 4; the upper end of the first reinforcing bar 3 is welded to an anchoring steel plate group 22, and the lower end of the first reinforcing bar 3 is welded to the second positioning shell 54 and the first positioning shell 53 located on the left side; the upper end of the second reinforcing bar 4 is welded to an anchoring steel plate group 22, and the lower end of the second reinforcing bar 4 is welded to the second positioning shell 54 and the first positioning shell 53 located on the right side. The first positioning shell 53 and the second positioning shell 54 can limit the first reinforcing bar 3 and the second reinforcing bar 4, so that the first reinforcing bar 3 and the second reinforcing bar 4 can be quickly positioned.

[0018] Workflow: The steel plate assembly 2 and positioning assembly 5 of this device are pre-welded structural components. The anchoring steel plate assembly 22 is pre-welded onto the inner lining steel plate 21. The support frame 51, positioning frame 52, and first positioning housing 53 are pre-welded together. The first positioning housing 53 and second positioning housing 54 have the same structure. The first reinforcing bar 3 and second reinforcing bar 4 have the same thickness but different lengths. Both the first positioning housing 53 and second positioning housing 54 are provided with welding grooves that match the first reinforcing bar 3 and the second reinforcing bar 4. Before use, check whether the steel plate assembly 2 and positioning assembly 5 are intact. If they are intact, the operator can first place the first positioning housing 53 and the second positioning housing 54 together. The positioning housing 54 is welded to the lower ends of the first reinforcing bar 3 and the second reinforcing bar 4. After the first base course 11 is poured, the inner lining steel plate 21 is supported and limited from the right side by the positioning device. Then, the upper ends of the first reinforcing bar 3 and the second reinforcing bar 4, on which the positioning component 5 is installed, are connected to the side of the designated anchoring steel plate assembly 22. The anchoring steel plate assembly 22 holds the upper ends of the first reinforcing bar 3 and the second reinforcing bar 4 against each other, so that the lower side of the support frame 51 and the upper side of the first base course 11 are in contact. The support frame 51 and the positioning frame 52 can make the first positioning housing 53 and the second positioning housing 54 present a designated tilt angle. The dual-positioning housing 54 can hold the lower ends of the first reinforcing bar 3 and the second reinforcing bar 4, quickly bringing them to the required tilt angle. At this point, the workers weld the upper ends of the first reinforcing bar 3 and the second reinforcing bar 4 to the corresponding anchoring steel plate group 22. Then, the second base layer 12 and the third base layer 13 are poured on the upper side of the first base layer 11. The third base layer 13 completely fixes one set of the first reinforcing bars 3 and the second reinforcing bars 4. The workers then repeat the above operation, welding another set of the first reinforcing bars 3 and the second reinforcing bars 4, and pouring the fourth base layer 14 on the upper side of the third base layer 13, thus completing the inner lining. For the anchoring of steel plate 21, if the inner steel plate 21 does not require reinforcement, the workers only need to pour the second base layer 12 on the upper side of the first base layer 11 after welding a set of first reinforcing bars 3 and second reinforcing bars 4. The device can make the first positioning shell 53 and the second positioning shell 54 present a specific tilt angle through the support frame 51 and the positioning frame 52. The first reinforcing bars 3 and the second reinforcing bars 4 are limited by the first positioning shell 53 and the second positioning shell 54, so that the first reinforcing bars 3 and the second reinforcing bars 4 can be quickly positioned. This not only saves time and effort, but also reduces the angular error of the placement of the first reinforcing bars 3 and the second reinforcing bars 4.

[0019] Contents not described in detail in this specification are existing technologies known to those skilled in the art. Standard parts used in this invention can all be purchased commercially, and irregularly shaped parts can be custom-made according to the description and drawings. The specific connection methods for each part all employ conventional methods such as bolts, rivets, and welding, which are already mature technologies. The machinery, parts, and equipment all use conventional models from the prior art, and the circuit connections also employ conventional connection methods from the prior art, which will not be detailed here.

[0020] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. An anchored steel plate reinforcement structure, comprising a multi-layer foundation (1), a steel plate assembly (2), a first reinforcing bar (3), a second reinforcing bar (4), and a positioning assembly (5), characterized in that: A steel plate assembly (2) is provided on the right side of the multi-layer foundation (1). The steel plate assembly (2) includes an inner steel plate (21) that is attached to the right side of the multi-layer foundation (1). Multiple sets of anchoring steel plate groups (22) are fixedly connected to the left side of the inner steel plate (21). Multiple pairs of first reinforcing bars (3) are provided on the left side of the steel plate assembly (2). Second reinforcing bars (4) are provided on the right side of each of the first reinforcing bars (3). Positioning components (5) are provided at the lower ends of the first reinforcing bars (3) and the second reinforcing bars (4). Each positioning component (5) includes a support frame (51). The upper side of the support frame (51) is welded with There is a positioning frame (52), and a first positioning shell (53) is welded to the left end of the positioning frame (52). A second positioning shell (54) is welded to the upper left side of the first positioning shell (53). A first reinforcing bar (3) passes through the multiple second positioning shells (54) on the left side and the first positioning shell (53). A second reinforcing bar (4) passes through the multiple second positioning shells (54) on the right side and the first positioning shell (53). The opposing sides of the multiple second positioning shells (54) on the right side and the first positioning shell (53) are welded to the second reinforcing bar (4).

2. The anchoring steel plate reinforcement structure according to claim 1, characterized in that: The multi-layer foundation (1) includes a first base layer (11), a second base layer (12) is poured on the upper side of the first base layer (11), a third base layer (13) is poured on the upper side of the second base layer (12), and a fourth base layer (14) is poured on the upper side of the third base layer (13).

3. The anchoring steel plate reinforcement structure according to claim 1, characterized in that: The multiple sets of anchoring steel plates (22) are distributed at equal distances in the front and back directions, and each set of anchoring steel plates (22) is composed of multiple "T"-shaped steel plates distributed at equal distances in the up and down directions.

4. The anchoring steel plate reinforcement structure according to claim 1, characterized in that: The upper end of the first reinforcing bar (3) is welded to an anchoring steel plate assembly (22), and the lower end of the first reinforcing bar (3) is welded to the second positioning shell (54) and the first positioning shell (53) located on the left side.

5. The anchoring steel plate reinforcement structure according to claim 1, characterized in that: The upper end of the second reinforcing bar (4) is welded to an anchoring steel plate assembly (22), and the lower end of the second reinforcing bar (4) is welded to the second positioning shell (54) and the first positioning shell (53) located on the right side.

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