Anti-seismic hinge cable-stayed part

Abstract

The utility model relates to the field of anti-seismic supports, in particular to an anti-seismic hinge cable-stayed part which is characterized in that an anti-seismic hinge cable-stayed part body and a bearing structure body are both provided with a plurality of matched and corresponding sub through holes and main through holes, and the sub through holes and the main through holes are both matched with mounting columns; a side mounting part is fixedly arranged at one end of the mounting column, an adjusting cavity is formed in the other end of the mounting column, limiting parts are movably arranged on the two sides of the adjusting cavity, a plurality of clamping columns are movably arranged in the adjusting cavity through a pulling plate, and clamping cavities corresponding to the clamping columns are formed in the limiting parts in a matched mode. According to the anti-seismic hinge cable-stayed part, the side mounting parts and the limiting parts are arranged, and the limiting parts are locked through the clamping columns, so that the mounting columns can be stably assembled on the anti-seismic hinge cable-stayed part body, and the anti-seismic hinge cable-stayed part body and the bearing component body can be fixedly mounted through connection of the mounting columns; the installation mode is simple and fast, and operation of a user is facilitated.

Description

Technical Field

[0001] This utility model relates to the field of seismic bracing technology, and in particular to seismic hinge diagonal bracing components. Background Technology

[0002] Seismic-resistant hinged tie rods are key components in seismic bracing systems, primarily used to connect diagonally braced channel steel, thereby improving the structure's seismic performance. A seismic-resistant hinged tie rod is a special connection method used in seismic bracing to connect diagonally braced channel steel. It hinges two connecting parts with bolts, allowing the connected components to rotate relative to each other at the joint but not move, thus absorbing and dispersing seismic energy.

[0003] The fixed ends of seismic-resistant hinge tie rods are typically installed in critical parts of building structures, such as beams, columns, load-bearing walls, or steel structures. Traditional seismic-resistant hinge tie rods are often fixed using bolts, anchors, or welding; however, this installation method is cumbersome, increases installation time, and is inconvenient for users. Therefore, there is an urgent need for a seismic-resistant hinge tie rod that is easy to install. Utility Model Content

[0004] The purpose of this utility model is to address the shortcomings of existing technologies by proposing an anti-seismic hinge diagonal brace.

[0005] To achieve the above objectives, the present invention adopts the following technical solution:

[0006] The seismic-resistant hinge tie rod includes a seismic-resistant hinge tie rod body, a load-bearing structure body, and a mounting column. Both the seismic-resistant hinge tie rod body and the load-bearing structure body are provided with multiple corresponding male and female through holes, and the male and female through holes are adapted to the mounting column. One end of the mounting column is fixedly provided with a side mounting member, and the other end of the mounting column has an adjustment cavity. Limiting members are movably provided on both sides of the adjustment cavity. Multiple locking posts are movably provided in the adjustment cavity through a pull plate, and the limiting members have corresponding locking cavities for each locking post.

[0007] In addition, a preferred structure is that a fixing plate is fixedly disposed in the middle of the adjustment cavity, and multiple first springs are installed on both sides of the fixing plate.

[0008] Furthermore, in a preferred configuration, the other end of each of the first springs is connected to a limiting member, and the limiting member extends out from the mounting post.

[0009] Furthermore, in a preferred configuration, a spring cavity is provided inwardly in the middle of the fixing plate, and a second spring is provided outwardly inside the spring cavity.

[0010] Furthermore, in a preferred configuration, the other end of the second spring is connected to a pull post on the pull plate, and the pull plate is located outside the mounting post and moves.

[0011] In addition, in a preferred structure, the locking pins are all fixedly installed on both sides of the pull plate and extend into the adjustment cavity, and the corresponding locking pins in the adjustment cavity are adapted to have insertion cavities.

[0012] The beneficial effects of this utility model are as follows: by setting the side mounting parts and limiting parts, and cooperating with the locking of the limiting parts by the locking post, the mounting post can be stably assembled on the body of the seismic hinge diagonal brace. Thus, the fixed installation between the body of the seismic hinge diagonal brace and the body of the load-bearing component can be achieved through the connection of the mounting post. This installation method is simple and quick, and convenient for users to operate. Attached Figure Description

[0013] Figure 1 This is a schematic diagram of the anti-seismic hinge diagonal tie element proposed in this utility model;

[0014] Figure 2 for Figure 1 A schematic diagram of the structure after the mounting columns are hidden;

[0015] Figure 3 This is a schematic diagram of the mounting column of the anti-seismic hinge tie rod proposed in this utility model;

[0016] Figure 4 for Figure 3 Enlarged detail of the limiting components and pull plate in the middle;

[0017] Figure 5 This is a schematic diagram of the internal structure of the mounting column of the anti-seismic hinge tie rod proposed in this utility model;

[0018] Figure 6 This is a schematic diagram of the tension plate of the anti-seismic hinge diagonal tie member proposed in this utility model;

[0019] Figure 7 for Figure 5 A structural schematic diagram of the interior of the mounting column after the pull plate is hidden, from another perspective;

[0020] Figure 8 for Figure 7 A schematic diagram of the structure after the first spring, the second spring, and the limiting component are hidden.

[0021] In the figure: 1 Seismic hinge diagonal tie body, 11 Sub-through hole, 2 Load-bearing component body, 21 Female through hole, 3 Mounting column, 30 Adjustment cavity, 301 Fixing plate, 302 First spring, 303 Spring cavity, 304 Second spring, 305 Insertion cavity, 31 Side mounting component, 4 Limiting component, 41 Locking cavity, 5 Pull plate, 51 Locking column, 52 Pull column. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0023] Reference Figure 1-8 The seismic-resistant hinge diagonal brace includes a seismic-resistant hinge diagonal brace body 1, a load-bearing structure body 2, and a mounting column 3. Both the seismic-resistant hinge diagonal brace body 1 and the load-bearing structure body 2 have multiple corresponding female through holes 11 and female through holes 21, which are adapted to the mounting column 3. A side mounting member 31 is fixedly installed at one end of the mounting column 3, and an adjustment cavity 30 is opened inside the other end of the mounting column 3. Limiting members 4 are movably installed on both sides of the adjustment cavity 30. Multiple locking posts 51 are movably installed inside the adjustment cavity 30 via a pull plate 5, and each locking post 51 on the limiting member 4 is adapted to have a locking cavity 41.

[0024] A fixing plate 301 is fixedly installed in the middle of the adjusting cavity 30, and multiple first springs 302 are installed on both sides of the fixing plate 301. The other end of each first spring 302 is connected to a limiting member 4, and the limiting member 4 extends out from the mounting post 3. By setting the first springs 302, the limiting members 4 on both sides can be pushed out from the mounting post 3, so that the limiting members 4 can be stably locked on the outside of the anti-seismic hinge diagonal brace body 1.

[0025] The fixed plate 301 has a spring cavity 303 extending inward from its center, and a second spring 304 is disposed outward from within the spring cavity 303. The other end of the second spring 304 is connected to a pull post 52 on the pull plate 5, and the pull plate 5 is movable outside the mounting post 3. Each locking post 51 is fixedly disposed on both sides of the pull plate 5 and extends into the adjustment cavity 30, and each locking post 51 is fitted with an insertion cavity 305 within the adjustment cavity 30. The second spring 304 allows the pull plate 5 to be pulled towards the mounting post, so that the locking posts 51 can be stably locked into the insertion cavity 305. Furthermore, the pull post 52 allows the pull plate 5 to both connect to the second spring 304 and be located outside the mounting post 3.

[0026] In this embodiment, the seismic-resistant hinge diagonal brace body 1 comprises two connecting members hinged together by bolts. This design allows for a certain degree of torsion between the connecting members during an earthquake, thereby providing a buffering effect and preventing breakage that might occur with a purely rigid connection, effectively protecting structural safety. It is worth noting that the specific structure and operation of the seismic-resistant hinge diagonal brace body 1 are existing technologies and do not fall under the technical problem of easy installation of the fixed end required by this technical solution; therefore, they will not be elaborated upon further.

[0027] Furthermore, the mounting post 3 in this application has two states. In the first state, the limiting member 4 extends from both sides of the mounting post 3 through the first spring 302. At this time, the locking post 51 on the pull plate 5 is inserted into the insertion cavity 305. This makes the locking post 51 on both sides locked on the outside of the limiting member 4, thereby preventing the limiting member 4 from being retracted into the mounting post 3 due to external force.

[0028] Furthermore, when the user pulls the pull plate 5 outward, it can cause the locking post 51 to move outward synchronously. At this time, the locking post 51 no longer locks the rear of the limiting member 4, and the second spring 304 is stretched. At this time, the user can push the limiting members 4 on both sides into the mounting post 3. When the limiting member 4 is pushed to the innermost side, the first spring 302 is fully compressed, and the locking cavity 41 on the limiting member 4 is adapted and aligned with the insertion cavity 305. At this time, the user only needs to release the pull plate 5, and the pull plate 5 will automatically reset by the elastic force of the second spring 304, so that the locking post 51 can be inserted into the insertion cavity 305 after passing through the locking cavity 41. In this way, the locking of the limiting member 4 can be achieved again by the mutual locking between the locking post 51 and the locking cavity 41, so that the limiting members 4 on both sides can be stably located in the mounting post 3 and cannot be pushed outward by the first spring 302. In this state, it is convenient for the user to insert the mounting post 3 into the female through hole 11 and the female through hole 21.

[0029] Furthermore, when the user needs to install the fixed end of the anti-seismic hinge tie body 1 on the load-bearing component body 2, simply align the male through hole 11 and female through hole 21 on the anti-seismic hinge tie body 1 and the load-bearing component body 2, and then insert the mounting column 3 between the male through hole 11 and female through hole 21.

[0030] When the side mounting piece 31 at one end of the mounting column 3 moves to the outside of the sub-through hole 11 on one side of the anti-seismic hinge diagonal brace body 1, the user only needs to pull the pull plate 5 outwards to release the locking between the locking column 51 and the locking cavity 41. The limiting piece 4 can then automatically extend and reset by the elastic force of the first spring 302, so that the limiting piece 4 can be locked on the outside of the sub-through hole 11 on the other side of the anti-seismic hinge diagonal brace body 1.

[0031] Next, the user simply needs to loosen the pull plate 5, and the pull plate 5 and the locking post 51 will automatically reset due to the elastic force of the second spring 304. The locking post 51 can then be directly inserted into the insertion cavity 305. This allows the locking posts 51 on both sides to be locked on the outside of the limiting member 4, thereby preventing the limiting member 4 from being pushed back into the mounting post 3 due to external force, ensuring that the limiting member 4 can be stably locked on the outside of the sub-through hole 11. In this way, the fixed installation between the anti-seismic hinge diagonal brace body 1 and the load-bearing component body 2 can be achieved through the mounting post 3.

[0032] In this utility model, by setting the side mounting part 31 and the limiting part 4, and cooperating with the locking post 51 to lock the limiting part 4, the mounting post 3 can be stably installed on the anti-seismic hinge diagonal brace body 1. Thus, the anti-seismic hinge diagonal brace body 1 and the load-bearing component body 2 can be fixedly installed through the connection of the mounting post 3. This installation method is simple and quick and easy for users to operate.

[0033] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A seismic-resistant hinge tie rod, comprising a seismic-resistant hinge tie rod body (1), a load-bearing structure body (2), and a mounting column (3), characterized in that, The anti-seismic hinge tie body (1) and the load-bearing structure body (2) are provided with multiple matching sub-through holes (11) and female through holes (21), and the sub-through holes (11) and female through holes (21) are adapted to the mounting column (3). One end of the mounting post (3) is fixedly provided with a side mounting member (31), and the other end of the mounting post (3) is provided with an adjustment cavity (30). Limiting members (4) are movably provided on both sides of the adjustment cavity (30). Multiple locking posts (51) are movably provided in the adjustment cavity (30) through a pull plate (5), and locking cavities (41) are provided on the limiting members (4) corresponding to the locking posts (51).

2. The anti-seismic hinge diagonal brace according to claim 1, characterized in that, A fixing plate (301) is fixedly installed in the middle of the adjustment cavity (30), and multiple first springs (302) are installed on both sides of the fixing plate (301).

3. The anti-seismic hinge diagonal brace according to claim 2, characterized in that, The other end of the first spring (302) is connected to the limiting member (4), and the limiting member (4) extends out from the mounting post (3).

4. The anti-seismic hinge diagonal brace according to claim 2, characterized in that, The fixing plate (301) has a spring cavity (303) inwardly opened in the middle, and a second spring (304) is provided in the spring cavity (303) outwardly.

5. The anti-seismic hinge diagonal brace according to claim 4, characterized in that, The other end of the second spring (304) is connected to the pull post (52) on the pull plate (5), and the pull plate (5) is located outside the mounting post (3).

6. The anti-seismic hinge diagonal brace according to claim 5, characterized in that, The locking pins (51) are all fixedly installed on both sides of the pull plate (5) and extend into the adjustment cavity (30), and the corresponding locking pins (51) in the adjustment cavity (30) are all adapted to have insertion cavities (305).

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