Anti-drawing device for building shock insulation layer

Abstract

The utility model relates to the technical field of shock resistance and drawing resistance, and discloses a drawing resistance device for a building shock insulation layer, which comprises a connecting plate, the upper surface of the connecting plate is fixedly connected with a transverse moving structure, the lower surface of the connecting plate is fixedly connected with a first sliding block, and the inside of the first sliding block is movably connected with a first sliding column. According to the utility model, the pre-embedded plates for connecting the upper part and the lower part of the shock insulation layer and the anti-pulling device at the middle connecting part are arranged, and the middle anti-pulling device consists of the sliding block and the sliding rail, so that the device can resist the vertical displacement of a building when an earthquake occurs, and meanwhile, the horizontal displacement generated when the earthquake occurs is not influenced under the matching of the sliding block and the sliding rail; when the anti-pulling device is installed, enough horizontal displacement space needs to be reserved to guarantee the normal application function. The anti-pulling device has the advantages of being simple in structure, remarkable in sliding effect, large in structural strength and convenient to install.

Description

Technical Field

[0001] The utility model relates to the technical field of earthquake-proof and anti-pullout technology, and more specifically, to an anti-pullout device for a building's earthquake-isolating layer. Background Art

[0002] In the construction industry, pullout resistance technology is widely used in various structural designs. For example, the design and construction of pullout pile foundations require consideration of the material's pullout resistance. Proper pullout resistance design can ensure the stability and safety of building structures under tensile loads.

[0003] However, when an earthquake strikes, the building will produce a certain horizontal displacement. If the anti-pullout device is fixedly installed, the device will be damaged due to the horizontal displacement, which is not enough to achieve the earthquake-proof effect in the vertical direction. In traditional devices, there will also be sliding anti-pullout devices. The structural support capacity of the device itself is weak and the installation is more difficult. Therefore, it is necessary to improve and optimize the anti-pullout device used in the seismic isolation layer. Utility Model Content

[0004] In order to overcome the deficiencies of the prior art, the utility model provides an anti-pullout device for a seismic isolation layer of a building, which has the advantages of simple structure, significant sliding effect, high structural strength and easy installation.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a pull-out resistant device for a seismic isolation layer of a building, comprising a connecting plate, the upper surface of the connecting plate is fixedly connected to a transverse movement structure, the lower surface of the connecting plate is fixedly connected to a first slider, the interior of the first slider is movably connected to a first sliding column, the lower part of the first sliding column is fixedly welded with a first type of V-shaped plate, the upper surface of the first type of V-shaped plate is fixedly connected to a first hollow rivet, the lower surface of the first type of V-shaped plate is fixedly connected to a first embedded plate through the first hollow rivet, threaded holes are provided on the upper surfaces of the left and right sides of the first embedded plate, and the internal threads of the threaded holes are connected to first embedded bolts.

[0006] As a preferred technical solution of the present invention: the internal shape of the first slider is the same as the outer surface shape of the first slide column, the inner surface of the first slider is rotatably connected to a first steel ball, the surface of the first steel ball contacts the outer surface of the first slide column, a first fixing groove is opened on the upper part of the first slider, the upper surface of the first fixing groove is fixedly connected to a second hollow rivet, and the first slider and the connecting plate are fixedly connected by the second hollow rivet.

[0007] As an optimal technical solution of the present invention: the transverse movement structure includes a second slider fixedly connected to the upper surface of the connecting plate, a second sliding column is movably connected inside the second slider, and a second type of V-shaped plate is fixedly connected to the upper surface of the second sliding column.

[0008] As a preferred technical solution of the present invention: a second fixing groove is opened at the lower part of the second slider, the second slider is fixedly connected with a third hollow rivet at the second fixing groove, and the second slider is fixedly connected to the connecting plate through the third hollow rivet.

[0009] As an optimal technical solution of the present invention: a fourth hollow rivet is provided on the upper surface of the second type V-shaped plate, a fixing hole is fixedly connected inside the fourth hollow rivet, and the upper surface of the second type V-shaped plate is fixedly connected to the second embedded plate through the fixing hole.

[0010] As an optimal technical solution of the present invention: a spring is fixedly connected to the lower surface of the second embedded plate, a second embedded bolt is fixedly connected to the lower end of the spring, a limiting hole is provided on the upper surface of the second embedded plate, and the second embedded bolt is movably connected inside the limiting hole.

[0011] As a preferred technical solution of the present invention: a second steel ball is rotatably connected inside the second slider, the second steel ball is in contact with the surface of the second slide column, the second slider has the same shape as the first slider, and the second slide column is perpendicular to the first slide column.

[0012] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0013] 1. This utility model connects the embedded plates of the upper and lower parts of the seismic isolation layer with an anti-pullout device at the middle connection. The middle anti-pullout device consists of a slider and a slide rail. This device can resist the vertical displacement of the building during an earthquake (the maximum vertical displacement does not exceed 30mm). At the same time, the slider and the slide rail cooperate to not affect the horizontal displacement caused by the earthquake (the maximum horizontal displacement is 450mm). When installing the anti-pullout device, sufficient horizontal displacement space must be reserved to ensure normal application. This device has the advantages of simple structure, significant sliding effect, high structural strength, and easy installation.

[0014] 2. This invention utilizes a first steel ball that rotates within the first slider and contacts the surface of the first slide column, creating a friction pair effect. This creates a friction coefficient and wear rate between the friction pairs. This not only helps reduce component wear but also extends the life of the mechanical system. Compared to traditional devices, where the friction in the pull-out structure is greater, hindering spatial displacement, this device extends its lifespan and is highly practical. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 This is a schematic diagram of the structure of the utility model;

[0016] Figure 2This is a schematic diagram of the structure of the fourth hollow rivet of the present utility model;

[0017] Figure 3 This is a schematic diagram of the structure of the first steel ball of the utility model;

[0018] Figure 4 This is a schematic diagram of the threaded hole structure of the utility model;

[0019] Figure 5 This is a schematic diagram of the second embedded bolt structure of the utility model;

[0020] Figure 6 This is a schematic diagram of the cross-sectional structure of the second sliding column of the present invention.

[0021] In the figure: 1. connecting plate; 2. first slider; 3. first slide column; 4. first V-shaped plate; 5. first hollow rivet; 6. first embedded plate; 7. threaded hole; 8. first embedded bolt; 9. first steel ball; 10. first fixing groove; 11. second hollow rivet; 12. second slider; 13. second slide column; 14. second V-shaped plate; 15. second fixing groove; 16. third hollow rivet; 17. fourth hollow rivet; 18. fixing hole; 19. second embedded plate; 20. spring; 21. second embedded bolt; 22. limit hole; 23. second steel ball. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0023] like Figures 1 to 6 As shown, the utility model provides an anti-pullout device for a seismic isolation layer of a building, including a connecting plate 1, the upper surface of the connecting plate 1 is fixedly connected to a transverse movement structure, the lower surface of the connecting plate 1 is fixedly connected to a first slider 2, the interior of the first slider 2 is movably connected to a first sliding column 3, the lower part of the first sliding column 3 is fixedly welded with a first type of V-shaped plate 4, the upper surface of the first type of V-shaped plate 4 is fixedly connected to a first hollow rivet 5, the lower surface of the first type of V-shaped plate 4 is fixedly connected to a first embedded plate 6 through the first hollow rivet 5, threaded holes 7 are opened on the upper surfaces of the left and right sides of the first embedded plate 6, and the internal threads of the threaded holes 7 are connected to first embedded bolts 8.

[0024] When an earthquake occurs, an anti-pullout device for a building's seismic isolation layer relates to the technical field of seismic isolation layers and solves the technical problems of complex structure and low structural strength of existing anti-pullout devices. The anti-pullout device is arranged in the seismic isolation layer and cooperates with the seismic isolation support and the non-viscous damper to achieve the seismic isolation effect of the building. The first slider 2 will slide on the surface of the first sliding column 3 to achieve front and rear end displacement, and realize the seismic isolation effect between the second embedded plate 19 and the wall at different front and rear positions.

[0025] Among them, the internal shape of the first slider 2 is the same as the outer surface shape of the first slide column 3. The internal surface of the first slider 2 is rotatably connected to the first steel ball 9. The surface of the first steel ball 9 contacts the outer surface of the first slide column 3. A first fixing groove 10 is opened on the upper part of the first slider 2. The upper surface of the first fixing groove 10 is fixedly connected to the second hollow rivet 11. The first slider 2 and the connecting plate 1 are fixedly connected by the second hollow rivet 11.

[0026] The first steel balls 9 connected by multiple groups of rotation inside the second slider 12 are located on the inner wall of the first slider 2 and rotate. When the first slider 2 slides along the first slide post 3, the first steel balls 9 contact the surface of the first slide post 3, thereby converting the sliding friction into rolling friction, forming a friction pair effect. The first fixing grooves 10 are opened and located at the four corners of the first slider 2, and the first slider 2 is fixed by the second hollow rivets 11.

[0027] The transverse movement structure includes a second slider 12 fixedly connected to the upper surface of the connecting plate 1 , a second slide post 13 is movably connected inside the second slider 12 , and a second type V-shaped plate 14 is fixedly connected to the upper surface of the second slide post 13 .

[0028] Through the design of the second sliding post 13 , the interior of the second sliding block 12 slides along the surface of the second sliding post 13 , resulting in a high structural strength of the device and a significant sliding effect.

[0029] A second fixing groove 15 is defined at the lower portion of the second slider 12 , and a third hollow rivet 16 is fixedly connected to the second slider 12 at the second fixing groove 15 . The second slider 12 and the connecting plate 1 are fixedly connected via the third hollow rivet 16 .

[0030] By designing the second fixing groove 15 and cooperating with the fixed connection of the third hollow rivet 16 , the second slider 12 is fixed to the upper surface of the connecting plate 1 . The device has a simple structure and is easy to construct.

[0031] A fourth hollow rivet 17 is provided on the upper surface of the second type V-shaped plate 14 , a fixing hole 18 is fixedly connected inside the fourth hollow rivet 17 , and a second embedded plate 19 is fixedly connected to the upper surface of the second type V-shaped plate 14 through the fixing hole 18 .

[0032] The main structure is cast together with the concrete using Q355 steel plates and 8.8S embedded bolts, and the second sliding column 13 and the second sliding block 12 are made of Q355 steel and are connected and fixed with the upper and lower embedded plates.

[0033] Among them, the lower surface of the second embedded plate 19 is fixedly connected to a spring 20, the lower end of the spring 20 is fixedly connected to a second embedded bolt 21, and a limiting hole 22 is opened on the upper surface of the second embedded plate 19, and the second embedded bolt 21 is movably connected inside the limiting hole 22.

[0034] By setting the position of the limiting hole 22, the second embedded bolt 21 and the first embedded bolt 8 are used to install the device inside the shockproof layer.

[0035] The second slider 12 is internally rotatably connected with a second steel ball 23 , which fits the surface of the second slide post 13 . The second slider 12 has the same shape as the first slider 2 , and the second slide post 13 is perpendicular to the first slide post 3 .

[0036] By casting the second embedded plate 19 and the first embedded plate 6 together with the structural concrete when constructing the lower structure of the seismic isolation layer of the main structure, after the construction of the lower structure of the seismic isolation layer is completed, the anti-pull-out device is installed on the lower first embedded plate 6. After the installation of the anti-pull-out device is completed, the second embedded plate 19 is installed above the device and cast together with the upper main structure concrete of the upper seismic isolation layer.

[0037] The working principle and use process of this utility model:

[0038] When an earthquake occurs, an anti-pullout device for a building's seismic isolation layer relates to the technical field of seismic isolation layers and solves the technical problems of complex structure and low structural strength of existing anti-pullout devices. The anti-pullout device is arranged in the seismic isolation layer and cooperates with the seismic isolation support and the non-viscous damper to achieve the seismic isolation effect of the building. The first slider 2 will slide on the surface of the first sliding column 3 to achieve front and rear end displacement, and realize the seismic isolation effect between the second embedded plate 19 and the wall at different front and rear positions.

[0039] The first steel balls 9 connected by multiple groups of rotation inside the second slider 12 are located on the inner wall of the first slider 2 and rotate. When the first slider 2 slides along the first slide post 3, the first steel balls 9 contact the surface of the first slide post 3, thereby converting the sliding friction into rolling friction, forming a friction pair effect. The first fixing grooves 10 are opened and located at the four corners of the first slider 2, and the first slider 2 is fixed by the second hollow rivets 11.

[0040] Through the design of the second sliding post 13 , the interior of the second sliding block 12 slides along the surface of the second sliding post 13 , resulting in a high structural strength of the device and a significant sliding effect.

[0041] By designing the second fixing groove 15 and cooperating with the fixed connection of the third hollow rivet 16 , the second slider 12 is fixed to the upper surface of the connecting plate 1 . The device has a simple structure and is easy to construct.

[0042] The main structure is cast together with the concrete using Q355 steel plates and 8.8S embedded bolts, and the second sliding column 13 and the second sliding block 12 are made of Q355 steel and are connected and fixed with the upper and lower embedded plates.

[0043] By setting the position of the limiting hole 22, the second embedded bolt 21 and the first embedded bolt 8 are used to install the device inside the shockproof layer.

[0044] By casting the second embedded plate 19 and the first embedded plate 6 together with the structural concrete when constructing the lower structure of the seismic isolation layer of the main structure, after the construction of the lower structure of the seismic isolation layer is completed, the anti-pull-out device is installed on the lower first embedded plate 6. After the installation of the anti-pull-out device is completed, the second embedded plate 19 is installed above the device and cast together with the upper main structure concrete of the upper seismic isolation layer.

[0045] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0046] Although the 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 variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An anti-pullout device for a seismic isolation layer of a building, comprising a connecting plate (1), characterized in that: The upper surface of the connecting plate (1) is fixedly connected to a transverse structure, the lower surface of the connecting plate (1) is fixedly connected to a first slider (2), the interior of the first slider (2) is movably connected to a first slide column (3), the lower portion of the first slide column (3) is fixedly welded with a first type V-shaped plate (4), the upper surface of the first type V-shaped plate (4) is fixedly connected to a first hollow rivet (5), the lower surface of the first type V-shaped plate (4) is fixedly connected to a first embedded plate (6) via the first hollow rivet (5), threaded holes (7) are provided on the upper surfaces of the left and right sides of the first embedded plate (6), and the interior of the threaded hole (7) is threadedly connected to a first embedded bolt (8).

2. The anti-pullout device for a seismic isolation layer of a building according to claim 1, characterized in that: The inner shape of the first slider (2) is the same as the outer surface shape of the first slide column (3); the inner surface of the first slider (2) is rotatably connected to a first steel ball (9); the surface of the first steel ball (9) contacts the outer surface of the first slide column (3); a first fixing groove (10) is provided on the upper portion of the first slider (2); a second hollow rivet (11) is fixedly connected to the upper surface of the first fixing groove (10); and the first slider (2) and the connecting plate (1) are fixedly connected via the second hollow rivet (11).

3. The anti-pullout device for a seismic isolation layer of a building according to claim 1, characterized in that: The transverse movement structure includes a second slider (12) fixedly connected to the upper surface of the connecting plate (1), a second slide column (13) is movably connected inside the second slider (12), and a second type of V-shaped plate (14) is fixedly connected to the upper surface of the second slide column (13).

4. The anti-pullout device for a seismic isolation layer of a building according to claim 3, characterized in that: A second fixing groove (15) is provided at the lower portion of the second slider (12); the second slider (12) is fixedly connected to a third hollow rivet (16) at the second fixing groove (15); and the second slider (12) and the connecting plate (1) are fixedly connected via the third hollow rivet (16).

5. The anti-pullout device for a seismic isolation layer of a building according to claim 3, characterized in that: A fourth hollow rivet (17) is provided on the upper surface of the second type V-shaped plate (14), a fixing hole (18) is fixedly connected inside the fourth hollow rivet (17), and a second embedded plate (19) is fixedly connected to the upper surface of the second type V-shaped plate (14) through the fixing hole (18).

6. The anti-pullout device for a seismic isolation layer of a building according to claim 5, characterized in that: A spring (20) is fixedly connected to the lower surface of the second embedded plate (19), and a second embedded bolt (21) is fixedly connected to the lower end of the spring (20). A limiting hole (22) is provided on the upper surface of the second embedded plate (19), and the second embedded bolt (21) is movably connected inside the limiting hole (22).

7. The anti-pullout device for a seismic isolation layer of a building according to claim 3, characterized in that: A second steel ball (23) is rotatably connected inside the second slider (12), and the second steel ball (23) is in contact with the surface of the second slide post (13). The second slider (12) and the first slider (2) have the same shape, and the second slide post (13) and the first slide post (3) are perpendicular to each other.

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