A lining deformation-resistant reinforcement structure

Abstract

This utility model relates to the field of building engineering technology, and in particular to an anti-deformation reinforcement structure for inner linings, including a base plate. Four inner lining steel plates are symmetrically arranged at the top of the base plate. Inner welding strips are fixedly connected between two of the inner lining steel plates. Inner reinforcing rings are fixedly connected to the inner sides of the four inner lining steel plates. Anchoring steel plates located inside the inner lining steel plates and at the top of the base plate are fixedly connected between the inner lining steel plates and the base plate. In this utility model, the inner and outer welding strips enhance the fixing and connection effect at the joints of the inner lining steel plates. The inner and outer reinforcing rings further enhance the stability of the overall reinforcement structure, preventing deformation at the joints of the inner lining steel plates caused by the impact force during concrete pouring. The anchoring steel plates and reinforcing mesh further connect the base plate and the inner lining steel plates together, effectively preventing loosening or deformation at the joints.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology, specifically to an inner lining anti-deformation reinforcement structure. Background Technology

[0002] During the construction of the pool staircase, an internal lining reinforcement structure is needed to support the concrete staircase, facilitating its formation and simultaneously strengthening its support capacity.

[0003] When the existing lining structure is being poured with concrete, the lateral pressure accumulates continuously due to the fast pouring speed, which may cause the lining to deform and affect the quality of the poured concrete staircase. Therefore, a deformation-resistant reinforcement structure for the lining is proposed to address the above problems. Utility Model Content

[0004] The purpose of this utility model is to provide an inner lining anti-deformation reinforcement structure to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: An anti-deformation reinforcement structure includes a base plate. Four symmetrically arranged inner steel plates are provided at the top of the base plate. Inner welding strips are fixedly connected between two of the inner steel plates. Inner reinforcing rings are fixedly connected to the inner sides of the four inner steel plates. Anchoring steel plates located inside the inner steel plates and at the top of the base plate are fixedly connected between the inner steel plates and the base plate. Tie mesh is fixedly connected between the anchoring steel plates. Outer welding strips are fixedly connected between two of the inner steel plates. Outer reinforcing rings are fixedly connected to the outer sides of the four inner steel plates. A pressure relief groove is provided at the top of each inner steel plate. Reinforcing plates are uniformly arranged at intervals inside the pressure relief groove. Inner pressure relief holes are provided inside each inner steel plate, and outer pressure relief holes are provided on the outer sides of each inner steel plate.

[0006] Preferably, the internal pressure relief holes and the external pressure relief holes are a group, and there are several groups in total. The internal pressure relief holes and the external pressure relief holes are symmetrically arranged on both sides of the inner lining steel plate.

[0007] Preferably, the outer welding strip is right-angled, and the inner shape of the outer welding strip matches the outer shape of the joint between the two inner lining steel plates, both being right-angled.

[0008] Preferably, the inner shape of the outer reinforcing ring matches the shape of the four inner lining steel plates spliced ​​together, both being cuboids. The number of outer reinforcing rings is three, which are evenly arranged at intervals on the outer side of the four inner lining steel plates.

[0009] Preferably, there are several anchor steel plates, which are set at the joints of the reinforcing mesh, and the joints of the reinforcing mesh and the inner lining steel plate are fixedly connected with anchor steel plates.

[0010] Compared with the prior art, the beneficial effects of this utility model are: 1. In this utility model, the inner welding strip, inner reinforcing ring, anchoring steel plate, tie mesh, outer welding strip, and outer reinforcing ring are provided. The inner and outer welding strips can strengthen the fixing and connection effect at the connection of the inner lining steel plate. The inner and outer reinforcing rings can further enhance the stability of the overall reinforced structure and prevent deformation of the connection of the inner lining steel plate caused by the impact force during concrete pouring. The anchoring steel plate and tie mesh can further splice the bottom plate and the inner lining steel plate together, effectively preventing loosening or deformation at the connection. This solves the problem that in existing inner lining structures, due to the fast concrete pouring speed and continuous accumulation of lateral pressure, the inner lining may deform, affecting the quality of the poured concrete staircase. 2. In this utility model, the pressure relief groove, reinforcing plate, inner pressure relief hole and outer pressure relief hole are provided. Compared with the whole inner steel plate, the inner pressure relief hole, outer pressure relief hole and pressure relief groove can effectively relieve pressure, reduce the impact force of concrete on the inner steel plate, and further reduce the risk of deformation. The reinforcing plate in the pressure relief groove can strengthen the inner steel plate, which can reduce the impact force while ensuring the support effect. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the overall structure of this utility model; Figure 2 This is a top view of the structure of this utility model; Figure 3 This is a front view structural diagram of the present invention.

[0012] In the diagram: 1. Base plate; 2. Inner lining steel plate; 3. Inner welding strip; 4. Inner reinforcing ring; 5. Anchoring steel plate; 6. Tie mesh; 7. Outer welding strip; 8. Outer reinforcing ring; 9. Pressure relief groove; 10. Reinforcing plate; 11. Inner pressure relief hole; 12. Outer pressure relief hole. 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] It should be noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to limit the exemplary embodiments according to this application. As used herein, the singular form is intended to include the plural form as well, unless the context clearly indicates otherwise. Furthermore, it should be understood that when the terms "comprising" and / or "including" are used in this specification, they indicate the presence of features, steps, operations, devices, components, and / or combinations thereof.

[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 should not be construed as limiting the scope of protection of this invention.

[0016] Please see Figure 1-3 This utility model provides a technical solution: An anti-deformation reinforcement structure includes a base plate 1. Four symmetrically arranged inner steel plates 2 are provided at the top of the base plate 1. Inner welding strips 3 are fixedly connected between two inner steel plates 2. Inner reinforcing rings 4 are fixedly connected to the inner sides of the four inner steel plates 2. Anchoring steel plates 5 located inside the inner steel plates 2 and at the top of the base plate 1 are fixedly connected between the inner steel plates 2 and the base plate 1. Tie mesh 6 is fixedly connected between the anchoring steel plates 5. Outer welding strips 7 located outside the inner steel plates 2 are fixedly connected between two inner steel plates 2. Outer reinforcing rings 8 are fixedly connected to the outer sides of the four inner steel plates 2. A pressure relief groove 9 is provided at the top of the inner steel plates 2. Reinforcing plates 10, evenly arranged at intervals, are fixedly connected to the inner side of the pressure relief groove 9. Inner pressure relief holes 11 are provided inside the inner side of the inner steel plates 2, and outer pressure relief holes 12 are provided on the outer side of the inner steel plates 2.

[0017] The inner pressure relief holes 11 and the outer pressure relief holes 12 are grouped together, and there are several groups in total. The inner pressure relief holes 11 and the outer pressure relief holes 12 are symmetrically arranged on both sides of the inner lining steel plate 2. The multiple groups of inner pressure relief holes 11 and outer pressure relief holes 12 can more efficiently relieve the pressure generated by the impact of concrete. The outer welding strip 7 is right-angled. The inner shape of the outer welding strip 7 matches the outer shape of the splice of the two inner lining steel plates 2, both being right-angled. The outer welding strip 7 can wrap around the outer connection of the inner lining steel plate 2, effectively improving the fixing effect of the connection. The inner side of the outer reinforcing ring 8 The shape matches the shape of the four inner steel plates 2 spliced ​​together, all being cuboids. There are three outer reinforcing rings 8, which are evenly arranged at intervals on the outside of the four inner steel plates 2. The three sets of outer reinforcing rings 8 can effectively strengthen the support effect on the outside of the inner steel plates 2 and prevent deformation at the connection. There are several anchoring steel plates 5, which are set at the joints of the reinforcing mesh 6. The joints of the reinforcing mesh 6 and the inner steel plates 2 are all fixedly connected with anchoring steel plates 5. The anchoring steel plates 5 and the reinforcing mesh 6 can further strengthen the connection effect between the inner steel plates 2.

[0018] Workflow: When a deformation-resistant reinforcement structure is required, the inner lining steel plate 2 is first welded together using inner welding strip 3 and outer welding strip 7. The inner lining steel plate 2 and the base plate 1 are then welded together using anchoring steel plates 5. The inner welding strip 3 and outer welding strip 7 enhance the fixation and connection of the inner lining steel plate 2. The inner reinforcing ring 4 and outer reinforcing ring 8 further strengthen the stability of the overall reinforcement structure, preventing deformation at the connection of the inner lining steel plate 2 due to the impact of concrete pouring. The anchoring steel plates 5 and tie mesh 6 further splice the base plate 1 and the inner lining steel plate 2 together, effectively preventing loosening or deformation at the connection. The inner pressure relief holes 11, outer pressure relief holes 12, and pressure relief groove 9 effectively relieve pressure compared to the entire inner lining steel plate 2, reducing the impact of concrete on the inner lining steel plate 2 and further reducing the risk of deformation. The reinforcing plate 10 within the pressure relief groove 9 strengthens the inner lining steel plate 2, reducing impact while ensuring support.

[0019] 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. A lining anti-deformation reinforcement structure comprising a base plate (1), characterized in that: The top of the base plate (1) is provided with four inner lining steel plates (2) arranged symmetrically front and back. An inner welding strip (3) is fixedly connected between two of the inner lining steel plates (2). An inner reinforcing ring (4) is fixedly connected to the inner side of the four inner lining steel plates (2). An anchoring steel plate (5) located inside the inner lining steel plate (2) and at the top of the base plate (1) is fixedly connected between the inner lining steel plate (2) and the base plate (1). A bracing mesh (6) is fixedly connected between the anchoring steel plates (5). The steel plates (2) are fixedly connected to each other by an outer welding strip (7) located on the outside of the inner lining steel plate (2). The four inner lining steel plates (2) are fixedly connected to an outer reinforcing ring (8). The top of the inner lining steel plate (2) is provided with a pressure relief groove (9). The inner side of the pressure relief groove (9) is fixedly connected to a reinforcing plate (10) arranged in a spaced manner. The inner side of the inner lining steel plate (2) is provided with an inner pressure relief hole (11). The outer side of the inner lining steel plate (2) is provided with an outer pressure relief hole (12).

2. A deformation resistant lining reinforcement structure according to claim 1, wherein: The internal pressure relief hole (11) and the external pressure relief hole (12) are a group, and there are several groups in total. The internal pressure relief hole (11) and the external pressure relief hole (12) are symmetrically arranged on both sides of the inner lining steel plate (2).

3. A deformation resistant lining reinforcement structure according to claim 1, wherein: The outer welding strip (7) is right-angled, and the inner shape of the outer welding strip (7) matches the outer shape of the splice of the two inner steel plates (2), both being right-angled.

4. A deformation resistant lining reinforcement structure according to claim 1, wherein: The inner shape of the outer reinforcing ring (8) matches the shape of the four inner lining steel plates (2) spliced ​​together, both being cuboids. There are three outer reinforcing rings (8), which are evenly arranged on the outside of the four inner lining steel plates (2) in a spaced manner.

5. A deformation resistant lining reinforcement structure according to claim 1, wherein: The number of anchor steel plates (5) is several. The anchor steel plates (5) are set at the joint of the bracing mesh (6). The joint of the bracing mesh (6) and the inner lining steel plate (2) are both fixedly connected with anchor steel plates (5).

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