Reinforcing structure of existing structural beam column

Abstract

The utility model relates to a reinforcing structure of an existing structural beam column, which comprises a corner reinforcing member arranged at the corner of the existing structural column, and the corner reinforcing member penetrates through an existing structural floor connected with the existing structural column; reinforcing ribs of the existing structural beams penetrate through the joints of the existing structural columns and the existing structural beams, and the reinforcing ribs are fixedly connected with the corresponding corner reinforcing pieces; the connecting batten plates are arranged on the side portions of the existing structural columns and connected with the corresponding corner reinforcing pieces. And the adhesive structure layer is formed in a gap between the outer side of the existing structural column and the corner reinforcing piece, the reinforcing rib and the connecting batten plate in a pouring manner. According to the reinforcing structure, under the condition that normal work of an original structure is not damaged, the bearing capacity and the anti-seismic property of a building structure are improved, and construction is easy, convenient and fast.

Description

Technical Field

[0001] The utility model relates to the technical field of reinforcement and reconstruction of existing structures, in particular to a reinforcement structure of beams and columns of existing structures. Background Art

[0002] Many buildings in cities are gradually entering their "middle age" or "old age". Due to the influence of multiple factors such as the environment or surrounding construction activities, many old buildings have many quality problems, and even some components have various cracks, which seriously weaken the structural bearing capacity. Therefore, there is an urgent need to provide a new technical solution to solve this problem. Utility Model Content

[0003] The purpose of the utility model is to overcome the defects of the prior art, provide a reinforcement structure for existing structural beams and columns, and solve the problems of quality problems in existing old buildings and the occurrence of cracks that seriously weaken the structural bearing capacity.

[0004] The technical solution to achieve the above purpose is:

[0005] The utility model provides a reinforcement structure of an existing structural beam column, comprising:

[0006] A corner reinforcement member provided at a corner of an existing structural column, wherein the corner reinforcement member passes through the existing structural column and is connected to an existing structural floor slab;

[0007] A reinforcing rib is passed through the existing structural beam at the connection between the existing structural column and the existing structural beam, wherein the reinforcing rib is fixedly connected to the corresponding corner reinforcement piece;

[0008] A connecting plate provided on the side of an existing structural column and connected to a corresponding corner reinforcement member;

[0009] An adhesive structural layer is formed by pouring into the gaps between the outer side of the existing structural column and the corner reinforcement member, the reinforcing ribs and the connecting plate.

[0010] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that it also includes a reinforcing hoop plate hooped around the outer periphery of the existing structural column, and the reinforcing hoop plate is fixedly connected to the corresponding corner reinforcement piece.

[0011] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that the reinforcing hoop plates are arranged at the connection between the existing structural column and the existing structural beam and at the connection between the existing structural column and the existing structural floor slab.

[0012] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that the existing structural column is a square column with four corners;

[0013] The corner reinforcement piece is L-shaped and is buckled at the corner corresponding to the existing structural column.

[0014] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that the corner reinforcement member passes through the existing structural floor slab and is injected with adhesive to form a first structural adhesive layer.

[0015] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that the reinforcing ribs passing through the existing structural beams are injected with adhesive to form a second structural adhesive layer.

[0016] A further improvement of the reinforcement structure of the existing structural beam column of the utility model is that at least two reinforcing ribs are provided.

[0017] A further improvement of the reinforcement structure of the existing structural beam column of the utility model lies in that the existing structural beam is connected to the existing structural column around four sides, and the reinforcing ribs passing through the existing structural beam are arranged correspondingly.

[0018] The utility model is a further improvement on the reinforcement structure of the existing structural beam column in that the connecting plates are provided in multiple stages and arranged at intervals.

[0019] A further improvement of the reinforcement structure of the existing structural beam column of the utility model lies in that the adhesive structure layer is an epoxy resin adhesive layer.

[0020] The beneficial effects of the reinforcement structure of the existing structural beams and columns of the utility model are:

[0021] The utility model provides a reinforcement structure for existing structural beams and columns by arranging corner reinforcement pieces at the corners of the existing structural columns, and arranging connecting plates on the corner reinforcement pieces, and piercing reinforcing ribs at the corresponding existing structural beams, and then pouring adhesive into the gaps between the corner reinforcement pieces, the connecting plates, the reinforcing ribs and the existing structural columns to form an adhesive structural layer, and the existing structural columns are bonded to the corner reinforcement pieces and the connecting plates through the adhesive structural layer, thereby reinforcing the existing structural beams and columns, simplifying the construction, and improving the structural bearing capacity and seismic resistance.

[0022] The existing structural beams and columns of the utility model can realize the reinforcement of the existing structural beams and columns without destroying the normal operation of the original structure, and can effectively improve the structural strength of the existing structural beams and columns. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a vertical cross-sectional view of the reinforcement structure of the existing structural beams and columns of the utility model.

[0024] Figure 2 It is a planar cross-sectional view of the reinforcement structure of the existing structural beam column of the utility model. DETAILED DESCRIPTION

[0025] The utility model is further described below in conjunction with the accompanying drawings and specific embodiments.

[0026] See also Figure 1 The utility model provides a reinforcement structure for existing structural beams and columns, which is used to solve the many quality problems of existing old buildings due to the influence of time and environmental factors, such as cracks that seriously weaken the structural bearing capacity. The reinforcement structure of the utility model is used to improve the structural bearing capacity and seismic performance of the building without destroying the normal operation of the original structure, and the construction is simple, convenient and fast. The reinforcement structure of the existing structural beams and columns of the utility model is described below in conjunction with the accompanying drawings.

[0027] See also Figure 1 , showing the vertical cross-sectional view of the reinforcement structure of the existing structural beam column of the utility model. Figure 2 , showing a planar cross-sectional view of the reinforcement structure of the existing structural beam column of the utility model. Figure 1 and Figure 2 , the reinforcement structure of the existing structural beams and columns of the utility model is explained.

[0028] like Figure 1 and Figure 2 As shown, the reinforcement structure of the existing structural beam and column of the utility model includes a corner reinforcement piece 21, a reinforcing rib 22, a connecting plate 23 and an adhesive structural layer; wherein the corner reinforcement piece 21 is arranged at the corner of the existing structural column 11, and the corner reinforcement piece 21 passes through the existing structural column 21 and is connected to the existing structural floor slab 13; the reinforcing rib 22 passes through the existing structural beam 12, and the reinforcing rib 22 is arranged at the connection between the existing structural column 11 and the existing structural beam 12, and the reinforcing rib 22 is fixedly connected to the corresponding corner reinforcement piece 21; the connecting plate 23 is arranged on the side of the existing structural column 11, and the connecting plate 23 is connected to the corresponding corner reinforcement piece 21; the adhesive structural layer is poured into the gap between the outer side of the existing structural column 11 and the corner reinforcement piece 21, the reinforcing rib 22 and the connecting plate 23.

[0029] By providing the adhesive structural layer, the corner reinforcement member 21 , the reinforcing rib 22 and the connecting plate 23 are integrated with the existing structural column 11 , the existing structural beam 12 and the existing structural floor slab 13 .

[0030] In a specific embodiment of the present invention, Figure 1 and Figure 2 As shown, the reinforcement structure of the existing structural beam column of the utility model further includes a reinforcing hoop plate 24 hooped around the outer periphery of the existing structural column 11 , and the reinforcing hoop plate 24 is fixedly connected to the corresponding corner reinforcement member 21 .

[0031] The reinforcing hoop plate 24 serves to increase the structural strength. The reinforcing hoop plate 24 is connected to the corner reinforcement member 21 and is used to increase the structural strength of the corner reinforcement member 21 and the existing structural column 11 .

[0032] Further, the reinforcing hoop plates 24 are arranged at the connection between the existing structural column 11 and the existing structural beam 12 and at the connection between the existing structural column 11 and the existing structural floor slab 13. That is, the reinforcing hoop plates 24 are arranged at the top and bottom of the existing structural column 11 to reinforce the top and bottom of the existing structural column 11.

[0033] Preferably, the reinforcing hoop plate 24 is hooped on the outside of the corner reinforcement member 21, and the reinforcing hoop plate 24 is made of a strip metal plate of 80mm*4mm, such as a steel strip.

[0034] In a specific embodiment of the present invention, Figure 1 and Figure 2 As shown, the existing structural column 11 of the present invention is a square column with four corners; the corner reinforcement member 21 is L-shaped and is buckled at the corresponding corners of the existing structural column 11.

[0035] The corner reinforcements 21 are arranged at the four corners of the existing structural column 11, and the connecting plates 23 are connected between two adjacent corner reinforcements 21 and are arranged at intervals along the corner reinforcements 21. The connecting plates 23 on the adjacent sides are arranged at the same height, so that the connecting plates 23 around the square column are connected to the corner reinforcements 21 to form hoop plates, which can play a role in reinforcing the corner reinforcements 21.

[0036] Furthermore, the connecting plates 23 are provided in multiple rows and arranged at intervals. The connecting plates 23 are preferably 40 mm*4 mm strip metal plates, such as steel strips, and the connecting plates 23 are provided at intervals of 200 mm.

[0037] Furthermore, the reinforcement hoop plate 24 is also connected between two adjacent corner reinforcement members 21. The heights of the reinforcement hoop plates 24 on the adjacent two sides are consistent, so that the reinforcement hoop plates 24 on the periphery of the four corner reinforcement members 21 are connected to the corner reinforcement members 21 to form a square hoop plate structure with high strength and good stability.

[0038] In a specific embodiment of the present invention, Figure 1 and Figure 2 As shown, the corner reinforcement member 21 passes through the existing structural floor slab 13 and is injected with adhesive to form a first structural adhesive layer. The injected adhesive is epoxy resin adhesive.

[0039] A through hole is chiseled out on the existing structural floor 13 at the location corresponding to the corner reinforcement 21, which passes through the upper and lower surfaces of the existing structural floor 13. The size of the through hole is larger than the size of the corner reinforcement 21. After the corner reinforcement 21 passes through the through hole, epoxy resin adhesive is poured between the hole wall of the through hole and the corresponding position of the corner reinforcement 21 for anchoring. The epoxy resin adhesive forms a first structural adhesive layer in the through hole, and the first structural adhesive layer connects the existing structural floor 13 and the corner reinforcement 21.

[0040] In a specific embodiment of the present invention, Figure 1 and Figure 2 As shown, the reinforcing rib 22 passes through the existing structural beam 12 and is injected with adhesive to form a second structural adhesive layer. The injected adhesive is epoxy resin adhesive.

[0041] A through hole is drilled on the existing structural beam 12 at the location corresponding to the setting of the reinforcing rib 22 to form a through hole that penetrates the two side surfaces. The size of the through hole is larger than the size of the reinforcing rib 22. After the reinforcing rib 22 passes through the through hole, epoxy resin adhesive is poured between the hole wall of the through hole and the corresponding part of the reinforcing rib 22 for anchoring. The epoxy resin adhesive forms a second structural adhesive layer in the through hole, and the second structural adhesive layer connects the existing structural beam 12 and the reinforcing rib 22. When setting the through hole, the through hole is drilled at the connection between the existing structural beam 12 and the existing structural column 11.

[0042] Furthermore, at least two reinforcing ribs 22 are provided.

[0043] Furthermore, the existing structural column 11 is connected with the existing structural beam 12 around it, and the reinforcing ribs 22 passing through the existing structural beam 12 are correspondingly arranged. In this way, the reinforcing ribs 22 around the existing structural column 11 are connected with the corner reinforcement 21 to form stirrups, which pass through the existing structural beam 12 and connect the four corner reinforcements 21.

[0044] Preferably, the reinforcing ribs 22 are made of Q355B steel.

[0045] In a specific implementation of the present invention, the adhesive structure layer is an epoxy resin adhesive layer.

[0046] Preferably, the corner reinforcement 21 is an angle steel with a size of 75 mm*5 mm.

[0047] The construction process of the reinforcement structure of the existing structural beams and columns of the utility model is described below.

[0048] Corner reinforcements are buckled at the four corners of the existing structural column, and two adjacent corner reinforcements are connected and fixed by connecting plates. The connecting plates connected to the outer sides of the four corner reinforcements are arranged at intervals on the side surfaces of the corresponding existing structural columns. Reinforcement hoops are set at the top of the existing structural column, that is, close to the existing structural beam, and at the bottom of the existing structural column, that is, close to the existing structural floor. The reinforcement hoops are strip-shaped and connected to the two adjacent corner reinforcements. The reinforcement hoops and the connecting plates are set in parallel. When the set corner reinforcement encounters the existing structural floor, the existing structural floor is chiseled to allow the corner reinforcement to pass through, and adhesive is poured at the position where it passes through for anchoring. Reinforcement ribs are passed through the existing structural beam at the position close to the existing structural column, and the reinforcement ribs are fixedly connected to the corresponding corner reinforcements. Adhesive is used to anchor the existing structural beam at the position where the reinforcement ribs are passed. Then, epoxy resin adhesive is poured into the gaps between the corner reinforcements, connecting plates, reinforcing ribs, reinforcing hoops and the outer sides of the existing structural columns for anchoring, and the installed corner reinforcements, connecting plates, reinforcing ribs, reinforcing hoops and the existing structural columns are connected into one, thereby improving the bearing capacity and seismic performance of the existing structure.

[0049] The utility model is described in detail above in conjunction with the embodiments of the drawings. A person skilled in the art can make various variations of the utility model according to the above description. Therefore, some details in the embodiments should not constitute a limitation of the utility model, and the scope of protection of the utility model shall be defined by the scope of the attached claims.

Claims

1. A reinforcement structure for existing structural beams and columns, characterized in that: include: A corner reinforcement member provided at a corner of an existing structural column, wherein the corner reinforcement member passes through the existing structural column and is connected to an existing structural floor slab; A reinforcing rib is passed through the existing structural beam at the connection between the existing structural column and the existing structural beam, wherein the reinforcing rib is fixedly connected to the corresponding corner reinforcement piece; A connecting plate provided on the side of an existing structural column and connected to a corresponding corner reinforcement member; An adhesive structural layer is formed by pouring into the gaps between the outer side of the existing structural column and the corner reinforcement member, the reinforcing ribs and the connecting plate.

2. The reinforcement structure of the existing structural beam column as claimed in claim 1, characterized in that: It also includes a reinforcing hoop plate which is arranged on the outer periphery of the existing structural column, and the reinforcing hoop plate is fixedly connected to the corresponding corner reinforcement piece.

3. The reinforcement structure of the existing structural beam column as claimed in claim 2, characterized in that: The reinforcing hoop plates are arranged at the connection between the existing structural columns and the existing structural beams and at the connection between the existing structural columns and the existing structural floor slabs.

4. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The existing structural column is a square column with four corners; The corner reinforcement piece is L-shaped and is buckled at the corner corresponding to the existing structural column.

5. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The corner reinforcement member passes through the existing structural floor slab and is injected with adhesive to form a first structural adhesive layer.

6. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The reinforcing ribs are passed through the existing structural beams and injected with adhesive to form a second structural adhesive layer.

7. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The reinforcing ribs are provided with at least two.

8. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The existing structural columns are connected with existing structural beams around their peripheries, and reinforcing ribs passing through the existing structural beams are arranged correspondingly.

9. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The connecting plates are provided in multiple rows and arranged at intervals.

10. The reinforcement structure of existing structural beams and columns as claimed in claim 1, characterized in that: The adhesive structure layer is an epoxy resin adhesive layer.

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