A multi-directional carbon fiber cloth cross anchoring reinforcement structure for a building beam-column joint

Abstract

This utility model discloses a multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints, comprising four clamps annularly distributed on the column surface and multiple U-shaped fiber cloths bonded to the beam surface. Two edge-pressing fiber cloths are provided on the surface of each U-shaped fiber cloth, pressed against the surface of the U-shaped fiber cloth. Angle steels are provided on both sides of the top of each clamp, pressed against the surface of the edge-pressing fiber cloth and located at the internal corner of the beam and column. An anchoring assembly is provided on the surface of the clamp, including a circular groove formed on the surface of the clamp. This utility model reinforces beams and columns through the bonding of U-shaped fiber cloths and edge-pressing fiber cloths. The clamps and anchoring assembly work together to install the angle steels in place, while simultaneously pressing and anchoring the U-shaped fiber cloths and edge-pressing fiber cloths located at the internal corner of the beam and column using the angle steels, thus achieving accurate installation and multi-directional simultaneous anchoring.

Description

Technical Field

[0001] This utility model belongs to the field of building structure technology, and in particular relates to a multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints. Background Technology

[0002] In the field of building structures, the beam-column joint area, as the connection between beams and columns, is a key component for bearing and transmitting loads. Carbon fiber cloth beam-column reinforcement is a technical means of strengthening beams and columns in building structures by utilizing the high strength characteristics of carbon fiber cloth. The carbon fiber cloth is bonded to the surface of the beam and column with an adhesive, so that it can work together with the original structure to bear the load, thereby improving the load-bearing capacity and seismic performance of the beam and column.

[0003] When using carbon fiber as a beam and column reinforcement material, it is difficult to effectively constrain the carbon fiber cloth located at the inside corner of the beam and column, which may lead to a decrease in the bonding and adhesion of the carbon fiber cloth, thereby affecting the reinforcement effect of the beam and column structure. Therefore, it is necessary to provide a multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam and column joints. The structure adopts a cross-wrapping positioning structure to fix the structure used to press the carbon fiber cloth, and at the same time, it adopts a pressing structure adapted to the inside corner angle to ensure good adhesion between the carbon fiber cloth and the beam and column surface. Utility Model Content

[0004] The purpose of this invention is to provide a multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints to solve the above-mentioned technical problems.

[0005] The technical solution of this utility model to solve the above-mentioned technical problems is as follows: A multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints includes four clamps distributed in a ring on the surface of the column and multiple U-shaped fiber cloths bonded to the surface of the beam: the surface of the U-shaped fiber cloth is provided with two edge-pressing fiber cloths, the edge-pressing fiber cloths are pressed onto the surface of the U-shaped fiber cloth, angle steels are provided on both sides of the top of the clamps, the angle steels are pressed onto the surface of the edge-pressing fiber cloths and located at the inside corner of the beam and the column, the surface of the clamps is provided with an anchoring component, the anchoring component includes a circular groove opened on the surface of the clamps, the inner cavity of the circular groove is rotatably connected to a threaded anchor rod, and a threaded hole adapted to the threaded anchor rod is opened on one side of the clamps.

[0006] Preferably, threaded pipes are welded to both sides of the clamp, and the threaded pipes are threadedly connected to the surface of the threaded anchor rod.

[0007] Preferably, threaded pins are welded to both sides of the top of the clamp, and an arc-shaped groove adapted to the threaded pins is opened at the bottom of the angle steel, and the threaded pins are inserted into the inner cavity of the arc-shaped groove.

[0008] Preferably, the surface of the threaded pin is threaded with a nut, and the nut is pressed into the bottom of the inner cavity of the angle steel.

[0009] Preferably, a rubber gasket is bonded to the inner wall of the clamp, and the inner side of the rubber gasket is in close contact with the surface of the column.

[0010] The beneficial effects of this utility model are:

[0011] 1. This utility model strengthens beams and columns by bonding U-shaped fiber cloth and edge-pressing fiber cloth. By using clamps and anchoring components together, the angle steel is installed in place. At the same time, the angle steel presses and anchors the U-shaped fiber cloth and edge-pressing fiber cloth located at the inside corner of the beam and column, thus achieving accurate installation position and multi-directional simultaneous anchoring.

[0012] 2. This utility model, through the setting of the threaded tube, guides the threaded anchor rod while increasing the threaded connection area between the clamp and the threaded anchor rod, thereby improving the connection stability between the threaded anchor rod and the clamp, and providing a longer threaded connection stroke for the threaded anchor rod.

[0013] 3. This utility model uses the combined use of threaded pins, arc-shaped sliding grooves and nuts to adjust the position and position of the angle steel, so that the angle steel can be accurately pressed into the inside corner of the beam and column, and the U-shaped fiber cloth and the edge pressing fiber cloth are pressed and fixed. Attached Figure Description

[0014] in:

[0015] Figure 1 This is a perspective view of one embodiment of the present utility model;

[0016] Figure 2 This is one embodiment of the present utility model. Figure 1 A magnified view of point A in the middle;

[0017] Figure 3 This is a three-dimensional schematic diagram of a clamp, angle steel, and threaded pin according to an embodiment of the present invention;

[0018] Figure 4 This is an exploded perspective view of the clamp, angle steel, and anchoring assembly of one embodiment of the present invention.

[0019] The attached diagram lists the components represented by each number as follows:

[0020] 1. Clamp, 2. U-shaped fiber cloth, 3. Pressed edge fiber cloth, 4. Angle steel, 5. Anchoring component, 51. Circular groove, 52. Threaded anchor rod, 53. Threaded hole, 54. Threaded pipe, 6. Threaded pin, 7. Arc-shaped slide, 8. Nut, 9. Rubber gasket. Detailed Implementation

[0021] In the following description, embodiments of the multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints of this utility model will be described with reference to the accompanying drawings.

[0022] Figure 1-4 This invention illustrates a multi-directional carbon fiber cloth cross-anchoring reinforcement structure for building beam-column joints, comprising four clamps 1 arranged in a ring on the column surface and multiple U-shaped fiber cloths 2 bonded to the beam surface. Two edge-pressing fiber cloths 3 are provided on the surface of the U-shaped fiber cloths 2. Threaded pins 6 are welded to both sides of the top of the clamps 1. An arc-shaped groove 7, adapted to the threaded pins 6, is opened at the bottom of the angle steel 4. The threaded pins 6 are inserted into the inner cavity of the arc-shaped groove 7. A nut 8 is threaded onto the surface of the threaded pins 6 and presses into the bottom of the inner cavity of the angle steel 4. Through the coordinated use of the threaded pins 6, the arc-shaped groove 7, and the nut 8, the position and position of the angle steel 4 can be adjusted, allowing the angle steel 4 to be accurately pressed into the inner corner of the beam-column joint, thus pressing and fixing the U-shaped fiber cloths 2 and the edge-pressing fiber cloths 3. A rubber gasket 9 is bonded to the inner wall of the clamps 1. The clamping fiber cloth 3 is pressed onto the surface of the U-shaped fiber cloth 2 in close contact with the column surface. Angle steel 4 is provided on both sides of the top of the clamping seat 1. The angle steel 4 is pressed onto the surface of the clamping fiber cloth 3 and located at the inside corner of the beam and column. An anchoring component 5 is provided on the surface of the clamping seat 1. The anchoring component 5 includes a circular groove 51 opened on the surface of the clamping seat 1. A threaded anchor rod 52 is rotatably connected to the inner cavity of the circular groove 51. A threaded hole 53 adapted to the threaded anchor rod 52 is opened on one side of the clamping seat 1. Threaded tubes 54 are welded on both sides of the clamping seat 1. The threaded tubes 54 are threadedly connected to the surface of the threaded anchor rod 52. The setting of the threaded tubes 54 guides the threaded anchor rod 52 and increases the threaded connection area between the clamping seat 1 and the threaded anchor rod 52, thereby improving the connection stability between the threaded anchor rod 52 and the clamping seat 1, and providing a longer threaded connection stroke for the threaded anchor rod 52.

[0023] Working principle: When using this utility model, the user attaches U-shaped fiber cloth 2 to the surface of the beam, with multiple U-shaped fiber cloths 2 evenly distributed. Then, the user attaches edge-pressing fiber cloth 3 to the top and middle of the U-shaped fiber cloth 2 to press and fix the U-shaped fiber cloth 2, thereby enhancing the strength of the beam. The user then clamps the four clamps 1 at the four external corners of the column. Then, the user rotates the threaded anchor rod 52 so that the threaded anchor rod 52 enters the inner cavity of the threaded hole 53 opened on the surface of the adjacent clamp 1, and rotates and tightens all four threaded anchor rods 52, so that the four clamps 1 are stably clamped at the external corners of the column. The user then adjusts the position of the angle steel 4 and presses the angle steel 4 at the internal corner of the beam and column, which also presses the U-shaped fiber cloth 2 and edge-pressing fiber cloth 3 at the internal corner. Finally, the user rotates the nut 8 to the surface of the threaded pin 6 and tightens it to press and fix the position of the angle steel 4.

[0024] In summary, this multi-directional carbon fiber cloth cross-anchoring reinforcement structure for beam-column joints strengthens beams and columns by bonding U-shaped fiber cloth 2 and edge-pressing fiber cloth 3. The angle steel 4 is installed in place by using clamp 1 and anchoring components 5 in conjunction with the angle steel 4 to press and anchor the U-shaped fiber cloth 2 and edge-pressing fiber cloth 3 located at the inside corner of the beam-column joint. This achieves accurate installation and simultaneous multi-directional anchoring.

Claims

1. A multi-directional carbon fiber sheet cross-anchoring reinforcement structure for a building beam column joint, characterized by, The structure includes four clamps (1) arranged in a ring on the surface of the column and multiple U-shaped fiber cloths (2) bonded to the surface of the beam: two edge-pressing fiber cloths (3) are provided on the surface of the U-shaped fiber cloths (2), the edge-pressing fiber cloths (3) are pressed onto the surface of the U-shaped fiber cloths (2), angle steels (4) are provided on both sides of the top of the clamps (1), the angle steels (4) are pressed onto the surface of the edge-pressing fiber cloths (3) and located at the inside corner of the beam and the column, the surface of the clamps (1) is provided with an anchoring assembly (5), the anchoring assembly (5) includes a circular groove (51) opened on the surface of the clamps (1), the inner cavity of the circular groove (51) is rotatably connected to a threaded anchor rod (52), and a threaded hole (53) adapted to the threaded anchor rod (52) is opened on one side of the clamps (1).

2. The multi-directional carbon fiber sheet cross-anchored reinforcement structure for a building beam column joint according to claim 1, characterized by, Both sides of the clamp (1) are welded with threaded pipes (54), which are threadedly connected to the surface of the threaded anchor rod (52).

3. The multi-directional carbon fiber sheet cross-anchored reinforcement structure of the beam-column joint of a building according to claim 2, characterized by, Both sides of the top of the clamp (1) are welded with threaded pins (6), and the bottom of the angle steel (4) is provided with an arc-shaped groove (7) that matches the threaded pins (6). The threaded pins (6) are inserted into the inner cavity of the arc-shaped groove (7).

4. The multi-directional carbon fiber sheet cross-anchored reinforcement structure for a building beam column joint according to claim 3, characterized by, The threaded pin (6) is threaded with a nut (8), which is pressed into the bottom of the inner cavity of the angle steel (4).

5. The multi-directional carbon fiber sheet cross-anchored reinforcement structure of the beam-column joint of a building according to claim 4, characterized by, The inner wall of the clamp (1) is bonded with a rubber gasket (9), and the inner side of the rubber gasket (9) is in close contact with the surface of the column.

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