A ring-shaped sliding groove connecting device for releasing the out-of-plane constraint of a viscous damping wall

Abstract

The application relates to a ring-shaped sliding groove connecting device for releasing out-of-plane constraint of viscous damping wall, and relates to the technical field of energy dissipation and shock absorption viscous damping wall. The device is installed between an upper beam and a damping wall and comprises a ring-shaped track and an extended universal ball structure. The extended universal ball structure comprises a metal rod. The outer end of the upper end surface of the metal rod penetrates into the side of the ring-shaped track. The upper end surface of the ring-shaped track is fixedly connected with an upper pier arranged on the upper beam. The lower end surface of the metal rod is fixedly connected with a supporting piece arranged in the damping wall. Compared with the prior art, the connecting structure of the traditional viscous damping wall is divided into two independent devices capable of freely moving in the vertical damping wall plane direction by the extended universal ball structure and the ring-shaped track, the out-of-plane force is released, and the connecting structure of the damping wall can be effectively prevented from being damaged and the damping wall can be effectively prevented from being unstable under the action of the out-of-plane force.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of energy dissipation viscous damping wall, and particularly relates to a ring-shaped sliding groove connecting device for releasing out-of-plane constraint of viscous damping wall. BACKGROUND

[0002] The viscous damping wall is a damper which can be installed between structural layers as a wall body, and is a speed-dependent damper which utilizes the relative movement between structural layers to play the energy dissipation role of the viscous damping wall. The traditional viscous damping wall is composed of an inserted steel plate, an outer steel plate and an internal high-viscosity damping medium, and the mechanical energy of the structure is converted into heat energy dissipation through the movement of the inserted steel plate in the high-viscosity damping medium.

[0003] The viscous damping wall has been widely used in the field of buildings to meet the seismic requirements of buildings, but the influence of the damping wall under multidimensional earthquakes is not considered. In the past earthquakes, the viscous damping wall is prone to buckling at the connection, thereby causing the damping wall to be unstable and damaged, and losing the role of energy dissipation and seismic reduction under earthquakes. The reason is that the traditional viscous damping wall only considers the in-plane seismic reduction of the damping wall, and does not consider that the out-of-plane force under multidimensional earthquakes acting on the connection of the damping wall will cause the connection to buckle. SUMMARY

[0004] The purpose of the present application is to overcome at least one of the defects of the prior art and provide a ring-shaped sliding groove connecting device for releasing the out-of-plane constraint of the viscous damping wall.

[0005] The inventor believes that the out-of-plane force cannot be ignored in the design of the viscous damping wall, and in the present application, the inventor releases the out-of-plane force by designing a ring-shaped sliding groove connecting device to reduce the risk of instability and damage of the damping wall under multidimensional earthquakes.

[0006] The purpose of the present application can be achieved by the following technical solutions:

[0007] A ring-shaped sliding groove connecting device for releasing the out-of-plane constraint of the viscous damping wall is installed between the upper beam and the damping wall, and comprises a ring-shaped track and an extended universal ball structure.

[0008] The extended universal ball structure comprises a metal rod; the outer end of the upper end surface of the metal rod penetrates into the side of the ring-shaped track;

[0009] The upper end surface of the ring-shaped track is fixedly connected with the upper pier provided on the upper beam;

[0010] The lower end surface of the metal rod is fixedly connected with the supporting member provided in the damping wall. The supporting member comprises a steel plate inserted in the damping wall, and an upper connecting plate provided on the upper end surface of the steel plate, and the lower end surface of the metal rod is fixedly connected with the upper end surface of the upper connecting plate.

[0011] More specifically, the two annular tracks in the application are symmetrically arranged, and the metal rod is located between the two annular tracks, and the two ends of the metal rod extending outward from the upper end are respectively inserted into the sides of the annular tracks.

[0012] Further, the lower bottom surface of the end of the metal rod located in the annular track is provided with a first universal ball; and the end face of the end is provided with a flexible material layer and a metal sheet from inside to outside. Specifically, the flexible material layer is attached to the end face of the end of the metal rod at both ends, and a metal sheet is additionally attached to the outside of the flexible material layer. The flexible material layer can reduce the damage to the metal rod when the damping wall is in action.

[0013] Further, the first universal ball is connected to the lower bottom surface of the end of the metal rod located in the annular track by a bolt.

[0014] Further, the annular track comprises an annular box body and a top connecting column nested and connected with the upper end surface of the annular box body; a plurality of metal spheres abutting each other are arranged in the annular box body; and the upper end surface of the top connecting column is fixedly connected with the upper pier. Specifically, the annular box body is connected by the top connecting column, and the metal spheres are filled in the annular box body and abut against each other.

[0015] Further, the upper end surface of the top connecting column is fixedly connected with the upper pier by a bolt.

[0016] Further, after the first universal ball enters the annular track, the metal spheres abutting each other fill the remaining track plane of the annular track. Specifically, the metal spheres can fill the remaining track plane of the annular track after the universal ball enters the annular track; when the universal ball rolls back and forth in the straight box body, the metal spheres periodically move clockwise and counterclockwise under the pushing of the universal ball; at the same time, the metal spheres can also produce certain constraint effect on the movement of the metal rod out of the plane.

[0017] Further, a lubricant is added between the metal spheres abutting each other.

[0018] Further, the annular box body is divided into a straight box body section and a curved box body section connected in series; and the straight box body section and the curved box body section connected in series form a closed track.

[0019] The straight box body section is perpendicular to the plane of the damping wall, and the midpoint is located on the plane of the damping wall and close to the side of the extended universal ball structure.

[0020] The second universal ball is arranged on the inner side wall of the straight box section and is in contact with the metal sheet at the end face of the end of the metal rod in the annular track, the contact between the second universal ball on the inner side wall of the straight box and the metal sheet can reduce the friction force when the extension universal ball structure moves out of the plane, and the out-of-plane force can be better released.

[0021] Further, the diameter of the second universal ball is much smaller than that of the first universal ball.

[0022] Further, a rectangular hole is arranged on the outer side wall of the straight box section, the length of the rectangular hole is not less than the length of the track of the reciprocating movement of the first universal ball in the direction, and the width is not greater than the diameter of the metal ball. The extension universal ball structure can extend the end of the rod into the annular track through the rectangular hole, so that the universal ball rolls in the straight box.

[0023] Further, the straight box section and the curved box section are connected by welding.

[0024] Compared with the prior art, the present application has the following beneficial effects:

[0025] (1) The extension universal ball structure and the annular track are used to separate the connecting structure of the traditional viscous damping wall into two independent devices that can move freely in the direction perpendicular to the plane of the damping wall, which releases the out-of-plane force and effectively avoids the damage of the connecting structure of the damping wall and the instability of the damper.

[0026] (2) The annular track and the metal ball are designed to constrain and release the movement of the damping wall in different directions, ensuring that the working performance of the viscous damping wall in the energy dissipation direction is not affected under complex bidirectional forces, thereby improving the reliability of the viscous damping wall under out-of-plane forces. BRIEF DESCRIPTION OF DRAWINGS

[0027] Figure 1 It is a front view of the overall structure of the annular chute connecting device in the embodiment;

[0028] Figure 2 It is a top view of the internal structure of the annular chute connecting device in the embodiment;

[0029] Figure 3 It is a front view of the internal structure of the annular chute connecting device in the embodiment;

[0030] Figure 4 It is a bottom view of the extension universal ball structure in the embodiment;

[0031] Figure 5 It is a structure diagram of the annular track in the embodiment;

[0032] Figure 6 Application scenario diagram of the ring-shaped sliding groove connecting device in the embodiment;

[0033] The figure shows: 1, ring-shaped track; 1-1, top connecting column; 1-2, ring-shaped box body; 1-2-1, straight box body section; 1-2-1-1, rectangular hole; 1-2-2, curved box body section; 1-3, metal ball; 2, extended universal ball structure; 2-1, metal rod; 2-2, first universal ball; 2-3, flexible material layer; 2-4, metal sheet; 3, damping wall; 4, upper beam; 5, lower beam; 6, upper support pier; 7, steel plate; 8, upper connecting plate. DETAILED DESCRIPTION

[0034] The present application will be described in detail below in conjunction with the drawings and specific embodiments. The embodiments are implemented on the premise of the technical solution of the present application, and detailed implementation modes and specific operation processes are given, but the protection scope of the present application is not limited to the following embodiments.

[0035] A ring-shaped sliding groove connecting device for releasing the out-of-plane constraint of a viscous damping wall, installed between an upper beam 4 and a damping wall 3, comprising a ring-shaped track 1 and an extended universal ball structure 2;

[0036] The extended universal ball structure 2 comprises a metal rod 2-1; the outwardly extending end of the upper end surface of the metal rod 2-1 penetrates the side of the ring-shaped track 1; the upper end surface of the ring-shaped track 1 is fixedly connected to the upper support pier 6 provided on the upper beam 4; the lower end surface of the metal rod 2-1 is fixedly connected to the support provided in the damping wall 2. The lower bottom surface of the end of the metal rod 2-1 located in the ring-shaped track 1 is provided with a first universal ball 2-2; the end surface of the end is provided with a flexible material layer 2-3 and a metal sheet 2-4 in turn from inside to outside. The first universal ball 2-2 is connected to the lower bottom surface of the end of the metal rod 2-1 located in the ring-shaped track 1 by a bolt.

[0037] The annular track 1 comprises an annular box 1-2 and a top connecting column 1-1 connected with the upper end surface of the annular box 1-2; a plurality of mutually abutting metal spheres 1-3 are arranged in the annular box 1-2; the upper end surface of the top connecting column 1-1 is fixedly connected with the upper support pier 6. The upper end surface of the top connecting column 1-1 and the upper support pier 6 are fixedly connected through bolts. After the first universal ball 2-2 enters the annular track 1, the mutually abutting metal spheres 1-3 fill the remaining track plane of the annular track 1. A lubricant is added between the mutually abutting metal spheres 1-3. The annular box 1-2 is divided into a straight box segment 1-2-1 and a curved box segment 1-2-2 connected in series; the straight box segment 1-2-1 is perpendicular to the damping wall plane and the midpoint thereof is located on the damping wall plane and is located on the side close to the extended universal ball structure 2; a second universal ball 1-2-3 is arranged on the inner side wall of the straight box segment 1-2-1 and is in contact with a metal sheet 2-4 at the end surface of the metal rod 2-1 located in the annular track 1. A rectangular hole 1-2-1-1 is arranged on the outer side wall of the straight box segment 1-2-1, the length of the rectangular hole 1-2-1-1 is not less than the track length of the reciprocating movement of the first universal ball 2-2, and the width of the rectangular hole 1-2-1-1 is not greater than the diameter of the metal sphere 1-3. The straight box segment 1-2-1 and the curved box segment 1-2-2 connected in series are connected through welding.

[0038] Embodiment

[0039] For details Figure 1 , a ring-shaped chute connecting device releasing the constraint outside the damping wall plane, comprising two annular tracks 1, an extended universal ball structure 2, the application scenario is as shown in Figure 6 .

[0040] For details Figure 2 , 4 , 6, in the figure, the damping wall 3 is connected with the lower beam 5 at the lower end, and the support member at the upper end is welded with the metal rod 2-1 of the extended universal ball structure 2; the extended universal ball structure 2 is in contact with the inside of the annular track 1 through the first universal ball 2-2 and the flexible material layer 2-3; the annular track 1 is connected with the upper beam 4, wherein the annular box 1-2 is nested on the top connecting column 1-1; the metal spheres 1-3 are filled in the annular box 1-2; the top connecting column 1-1 is connected on the upper beam 4 through bolts. Among them, the support member includes a steel plate 7 inserted into the damping wall 3, and an upper connecting plate 8 arranged on the upper end surface of the steel plate 7, and the lower end surface of the metal rod 2-1 is welded with the upper end surface of the upper connecting plate 8.

[0041] For details Figure 2 , 3, 4, the end face of the metal rod 2-1 of the extended universal ball structure 2 is attached with a flexible material layer 2-3, which is in contact with the second universal ball 1-2-3 of the straight box section 1-2-1, transmits the compressive stress to the ring track 1, and slides on the inner wall of the straight box section 1-2-1 where the second universal ball 1-2-3 is located in the direction of the vertical damping wall 3, and the second universal ball 1-2-3 rolls along with the movement of the extended universal ball structure 2, thereby reducing the friction of the contact surface; the first universal ball 2-2 on the extended universal ball structure 2 rolls on the straight box section 1-2-1 of the ring track 3 in the direction of the straight box section 1-2-1, and pushes the metal ball body 1-3 in the ring track 3 to move together;

[0042] For details Figure 5 As shown in the figure, the length of the straight box section 1-2-1 of the ring track 3 is not less than the maximum displacement of the engineering estimated damping wall 3 in the direction of movement; the straight box section 1-2-1 and the curved box section 1-2-2 should be smoothly connected end to end, so that the metal ball body 1-3 does not collide with the side wall when moving at the connection;

[0043] For details Figure 2 、 3 , 5, the rectangular hole 1-2-1-1 of the side wall of the straight box section 1-2-1, the length of which is not less than the length of the track of the first universal ball 2-2 reciprocating in the direction, and the width of which is not greater than the diameter of the metal ball body 1-3, the extended universal ball structure 2 extends into the ring track 1 through the rectangular hole 1-2-1-1, to ensure that the connecting device moves normally without colliding with the side wall of the ring track 1;

[0044] For details Figure 3 、 5 The second universal ball 1-2-3 on the inner side wall of the straight box section 1-2-1 is exposed to the surface of the side wall through the circular hole of the side wall of the straight box section 1-2-1, and the part of the ball body protruding from the surface should not be too large to reduce the friction of the side wall;

[0045] In this embodiment, the metal ball body 1-3 is used to constrain the movement of the universal ball in the ring track 3, and a lubricant can be added between the metal ball bodies 1-3.

[0046] The above is only a preferred embodiment of the present application, and is not intended to limit the form of the present application, and any skilled person in the art can modify or change the above disclosed technical content to equivalent embodiments. However, any simple modification, equivalent change and modification of the above embodiments based on the technical essence of the present application still falls within the protection scope of the technical solution of the present application.

Claims

1. A ring-shaped chute connecting device for releasing the out-of-plane constraint of a viscous damping wall, installed between an upper beam (4) and a damping wall (3), characterized in that, It comprises a ring track (1) and an extended universal ball structure (2); The extended universal ball structure (2) comprises a metal rod (2-1); the outer end of the upper end of the metal rod (2-1) penetrates into the side of the ring track (1); The upper end of the ring track (1) is fixedly connected with an upper support (6) arranged on an upper beam (4); The lower end of the metal rod (2-1) is fixedly connected with a support arranged in a damping wall (3); The end of the metal rod (2-1) located in the ring track (1) is provided with a first universal ball (2-2) on the lower bottom surface of the end; the end face of the end is sequentially provided with a flexible material layer (2-3) and a metal sheet (2-4) from inside to outside.

2. A ring slide connection device for releasing the planar external constraint of a viscous damping wall according to claim 1, characterized in that, The first universal ball (2-2) and the lower bottom surface of the end of the metal rod (2-1) located in the ring track (1) are connected by bolts.

3. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 2, characterized in that, The ring track (1) comprises a ring box (1-2) and a top connecting column (1-1) nested and connected with the upper end of the ring box (1-2); a plurality of metal spheres (1-3) abutting each other are arranged in the ring box (1-2); the upper end of the top connecting column (1-1) is fixedly connected with the upper support (6).

4. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 3, characterized in that, The upper end of the top connecting column (1-1) and the upper support (6) are fixedly connected by bolts.

5. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 3, characterized in that, After the first universal ball (2-2) enters the ring track (1), the metal spheres (1-3) abutting each other fill the remaining track plane of the ring track (1).

6. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 3, characterized in that, A lubricant is added between the metal spheres (1-3) abutting each other.

7. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 3, characterized in that, The ring box (1-2) is divided into a straight box section (1-2-1) and a curved box section (1-2-2) connected in series; The straight box section (1-2-1) is perpendicular to the damping wall plane and the midpoint thereof is located on the damping wall plane and close to the extended universal ball structure (2); The inner side wall of the straight box section (1-2-1) is provided with a second universal ball (1-2-3) in contact with the metal sheet (2-4) of the end face of the end of the metal rod (2-1) located in the ring track (1).

8. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 7, characterized in that, The outer side wall of the straight box section (1-2-1) is provided with a rectangular hole (1-2-1-1), the length of the rectangular hole (1-2-1-1) is not less than the length of the track of the first universal ball (2-2) reciprocating, and the width of the rectangular hole (1-2-1-1) is not greater than the diameter of the metal sphere (1-3).

9. A ring chute connection device for releasing the planar external constraint of a viscous damping wall according to claim 7, characterized in that, The straight box section (1-2-1) and the curved box section (1-2-2) connected in series are connected by welding.

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