High-strength closed type floor support plate structure

Abstract

The utility model relates to the technical field of floor bearing plates, and discloses a high-strength closed type floor bearing plate structure which comprises a bottom plate, two floor bearing plate bodies are installed on the upper surface of the bottom plate, a plurality of swing balls are connected to the upper surface of the floor bearing plate body located on the lower portion, and buffer cavities are formed in the multiple swing balls. The interiors of the multiple buffer cavities are slidably connected with sliding pieces, and the bottom ends of the multiple sliding pieces are fixedly connected with springs. According to the high-strength closed type floor support plate structure, the two floor support plate bodies can be flexibly connected through the cooperation of the mounting threaded rods, the sliding pieces and the swing balls, meanwhile, the flexibility of the two floor support plate bodies can be improved, the buffering and anti-seismic capacity can be achieved through the cooperation of the mounting threaded rods, the buffering cavities and the springs, and the overall practicability is improved; and through cooperation of the mounting threaded rods and the sliding pieces, the mounting efficiency of the two floor support plate bodies can be improved, and mounting is convenient.

Description

Technical Field

[0001] This application relates to the field of floor decking technology, specifically a high-strength closed-type floor decking structure. Background Technology

[0002] Floor decking is made of galvanized steel sheet by roll forming. Its cross-section is usually V-shaped, U-shaped, trapezoidal or similar wave-shaped. It is mainly used as permanent formwork, and also as the bottom reinforcing steel of the floor slab. It participates in the stress calculation of the floor slab and works together with concrete to form a composite floor slab.

[0003] An existing patent (publication number: CN215054424U) discloses a high-strength closed-type floor deck structure, including a load-bearing steel plate. Support ribs are uniformly fixedly connected to the top of the load-bearing steel plate, and closed-type ribs are fixedly connected to the top of the support ribs. Second reinforcing ribs are fixedly connected at equal intervals along the horizontal longitudinal direction between the inner walls of the closed-type ribs. Support rods are fixedly connected at equal intervals along the horizontal longitudinal direction at the center of both sides of the closed-type ribs, and the bottom of the support rods is fixedly connected to the top of the load-bearing steel plate. A left fastening part and a right fastening part are fixedly connected to the left and right sides of the load-bearing steel plate, respectively. This invention makes the connection between the closed-type ribs and the load-bearing steel plate tighter, enhances the firmness of the closed-type ribs, increases the strength of the closed-type ribs, effectively increases the firmness of the load-bearing steel plate, realizes the buffering effect of the load-bearing steel plate on the force, and thus increases the strength of the device, effectively preventing bending deformation at the joint under external force.

[0004] The above-mentioned documents, due to their rigid connection method, lack overall buffering capacity, resulting in poor overall seismic resistance. They also make the installation of floor decking more complicated and inconvenient to use. Utility Model Content

[0005] To address the shortcomings of existing technologies, this application provides a high-strength closed-type floor deck structure, which has advantages such as improved seismic resistance and solves the problems mentioned in the background technology.

[0006] To achieve the above objectives, this application provides the following technical solution: a high-strength closed-type floor deck structure, including a base plate, two floor deck bodies are mounted on the upper surface of the base plate, and multiple swing balls are connected to the upper surface of the lower floor deck body. Each of the multiple swing balls has a buffer cavity inside, and each of the multiple buffer cavities is slidably connected to a sliding member. The bottom end of each of the multiple sliding members is fixedly connected to a spring, and the other end of each of the multiple springs is fixedly connected to a buffer cavity adjacent to it. Multiple threaded rods are provided above the base plate, and each of the multiple threaded rods completely penetrates the upper floor deck body and is threadedly connected to the sliding member adjacent to it.

[0007] The above solution, through the cooperation of the threaded rod, sliding parts, and swing ball, enables a flexible connection between the two floor deck bodies, while also improving the flexibility of the two floor deck bodies.

[0008] Furthermore, the upper surfaces of both of the aforementioned floor decking bodies are treated with rust prevention.

[0009] By implementing the above-mentioned rust-proofing treatment on the floor decking body, the service life of the floor decking can be extended, thereby improving the practicality of the floor decking body.

[0010] Furthermore, a rubber pad is provided between the two floor deck bodies.

[0011] By using the above method, installing rubber pads can prevent rigid collisions between the two floor decks and avoid damage caused by rigid contact between the two floor decks.

[0012] Furthermore, a plurality of sliding rods are installed on the upper surface of the base plate, and sliding cylinders are slidably connected to the upper surfaces of the plurality of sliding rods. Swing plates are ball-jointed on the upper surfaces of the plurality of sliding cylinders, and the upper ends of the plurality of swing plates are ball-jointed with the floor deck body adjacent to them.

[0013] The above scheme, through the ball-and-ball connection between the swing plate and the sliding cylinder, makes the contact between the base plate and the floor deck more flexible, thereby improving the seismic resistance of the floor deck itself.

[0014] Furthermore, elastic elements are fixedly connected to the outer surfaces of the plurality of sliding cylinders, and the other ends of the plurality of elastic elements are fixedly connected to the sliding rods adjacent to them.

[0015] The above solution utilizes elastic elements to buffer the pressure on the floor deck through the cooperation of two sliding cylinders, thereby reducing the rigid impact on the floor deck.

[0016] Furthermore, rotating parts are rotatably connected to the upper surfaces of both floor deck bodies, and multiple connecting parts are provided above the bottom plate. Each of the multiple connecting parts is engaged with two adjacent rotating parts. Each of the multiple rotating parts is rotatably connected to a pressure plate on its upper surface, and each of the multiple pressure plates is in contact with the adjacent connecting parts.

[0017] The above scheme allows the installation of connecting parts and rotating parts to connect the two floor decking bodies, enabling them to be flexibly connected while maintaining a certain load-bearing capacity. This improves the flexibility of the two floor decking bodies and ensures their load-bearing capacity.

[0018] Furthermore, all of the aforementioned elastic elements are in a reset state.

[0019] By using the above method, the installation of elastic elements can buffer the pressure on the floor deck through the deformation force of the elastic elements, thereby improving the impact resistance of the floor deck.

[0020] Furthermore, multiple elastic ropes are fixedly connected between the two floor deck bodies.

[0021] By implementing the above method, installing elastic ropes can improve the connection between the base plate and the floor deck, enabling them to maintain a stable connection.

[0022] Compared with the prior art, the technical solution of this application has the following beneficial effects:

[0023] This high-strength closed-type floor deck structure, through the cooperation of threaded rods, sliding parts, and swing balls, enables a flexible connection between two floor deck bodies, improving their flexibility. Furthermore, the cooperation of the buffer cavity and springs provides cushioning and shock resistance, enhancing overall practicality. The cooperation of threaded rods and sliding parts also improves the installation efficiency of the two floor deck bodies, facilitating installation. Attached Figure Description

[0024] Figure 1 This is a schematic diagram of the overall structure of this application;

[0025] Figure 2 This is a cross-sectional view of the overall structure of this application;

[0026] Figure 3 For this application Figure 2 Enlarged schematic diagram of the structure at point A;

[0027] Figure 4 For this application Figure 2 Enlarged schematic diagram of the structure at point B.

[0028] In the picture:

[0029] 1. Base plate; 2. Floor deck body; 3. Swing ball; 4. Buffer cavity; 5. Sliding component; 6. Spring; 7. Threaded rod; 8. Rubber pad; 9. Slide rod; 10. Sliding cylinder; 11. Swing plate; 12. Elastic component; 13. Rotating component; 14. Connecting component; 15. Pressure plate; 16. Elastic rope. Detailed Implementation

[0030] The technical solutions of the embodiments of this application will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this application, and not all embodiments. Based on the embodiments of this application, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of this application.

[0031] Please see Figure 2 , Figure 3 and Figure 4 This embodiment of a high-strength closed-type floor decking structure includes a base plate 1. Two floor decking bodies 2 are mounted on the upper surface of the base plate 1. Multiple swing balls 3 are connected to the upper surface of the lower floor decking body 2. Each swing ball 3 has a buffer cavity 4 inside. Each buffer cavity 4 has a sliding member 5 slidably connected inside. Each sliding member 5 has a spring 6 fixedly connected to its bottom end. The other end of each spring 6 is fixedly connected to the buffer cavity 4 adjacent to it. Multiple threaded rods 7 are provided above the base plate 1. Each threaded rod 7 completely penetrates the upper floor decking body 2 and is threadedly connected to the sliding member 5 adjacent to it. The cooperation of the threaded rods 7 with the sliding member 5 and the swing balls 3 enables the two floor decking bodies 2 to be flexibly connected, which improves the flexibility of the two floor decking bodies 2. The cooperation with the buffer cavity 4 and the spring 6 enables it to have buffering and shock resistance capabilities, improving the overall practicality. The cooperation of the threaded rods 7 with the sliding member 5 improves the installation efficiency of the two floor decking bodies 2 and facilitates installation.

[0032] Please see Figure 1 , Figure 2 and Figure 4 Both upper surfaces of the two floor deck slab bodies 2 are treated with rust prevention. This rust prevention treatment extends the service life of the floor deck slabs, thereby improving their practicality. A rubber pad 8 is installed between the two floor deck slab bodies 2 to prevent rigid collisions and damage caused by rigid contact. Multiple sliding rods 9 are installed on the upper surface of the base plate 1. Sliding cylinders 10 are slidably connected to the upper surfaces of the sliding rods 9. Swing plates 11 are ball-jointed on the upper surfaces of the sliding cylinders 10. The upper ends of the swing plates 11 are ball-jointed with the adjacent floor deck slab bodies 2. The swing plates 11 and the sliding cylinders 10 connect to each other. The ball joint relationship makes the contact between the base plate 1 and the floor deck more flexible, thereby improving the seismic resistance of the floor deck body 2. The outer surfaces of multiple sliding cylinders 10 are fixedly connected with elastic elements 12, and the other ends of multiple elastic elements 12 are fixedly connected to the adjacent sliding rods 9. By installing elastic elements 12, the pressure borne by the floor deck body 2 can be buffered through the cooperation of two sliding cylinders 10, thereby reducing the rigid impact borne by the floor deck body 2. Multiple elastic elements 12 are in the reset state. Installing elastic elements 12 can buffer the pressure borne by the floor deck body 2 through the deformation force of the elastic elements 12, thereby improving the impact resistance of the floor deck body 2.

[0033] Please see Figure 1 , Figure 2 and Figure 4The upper surfaces of the two floor deck slab bodies 2 are rotatably connected to rotating parts 13. Multiple connecting parts 14 are provided above the bottom plate 1. Each connecting part 14 is engaged with two adjacent rotating parts 13. Each rotating part 13 is rotatably connected to a pressure plate 15 on its upper surface. Each pressure plate 15 is in contact with an adjacent connecting part 14. The cooperation between the connecting parts 14 and the rotating parts 13 can connect the two floor deck slab bodies 2, so that the two floor deck slab bodies 2 are flexibly connected while having a certain load-bearing capacity. This improves the flexibility of the two floor deck slab bodies 2 and ensures their load-bearing capacity. Multiple elastic ropes 16 are fixedly connected between the two floor deck slab bodies 2. The installation of elastic ropes 16 can improve the connection between the bottom plate 1 and the floor deck slab bodies 2, so that the two can maintain a stable connection relationship.

[0034] In this embodiment, a high-strength closed-type floor deck structure is provided. By installing threaded rod 7 and sliding member 5 and swing ball 3, the two floor deck bodies 2 can be flexibly connected, which can improve the flexibility of the two floor deck bodies 2. Furthermore, the cooperation with buffer cavity 4 and spring 6 can enable it to have buffering and shock resistance capabilities, thereby improving the overall practicality. The cooperation between threaded rod 7 and sliding member 5 can improve the installation efficiency of the two floor deck bodies 2 and facilitate installation.

[0035] The working principle of the above embodiment is as follows: First, when installing the two floor deck slab bodies 2, the installation of the two floor deck slab bodies 2 is completed by threading the threaded rod 7 through the upper floor deck slab body 2 and threading it with the sliding member 5. Then, the floor deck slab body 2 is snapped with multiple swing plates 11, so that the floor deck slab body 2 is connected to the base plate 1. The cooperation of the threaded rod 7 with the sliding member 5 and the swing ball 3 enables the two floor deck slab bodies 2 to be flexibly connected, which can improve the flexibility of the two floor deck slab bodies 2. In addition, the cooperation with the buffer cavity 4 and the spring 6 enables it to have the ability to buffer and resist shock, improving the overall performance. The practicality of the system is improved by the cooperation between the threaded rod 7 and the sliding member 5, which can improve the installation efficiency of the two floor deck bodies 2 and facilitate installation. The ball joint relationship between the swing plate 11 and the sliding cylinder 10 can make the contact between the base plate 1 and the floor deck more flexible, thereby improving the seismic resistance of the floor deck body 2. The installation of the elastic member 12 can buffer the pressure on the floor deck body 2 through the deformation force of the elastic member 12, thereby improving the impact resistance of the floor deck body 2. The installation of the elastic rope 16 can improve the connection between the base plate 1 and the floor deck body 2, so that the two can maintain a stable connection relationship.

[0036] It should be noted that, in this document, relational terms such as "first" and "second" are used merely to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitations, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes the element.

[0037] Although the embodiments of the present application 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 application, and the scope of the present application is defined by the appended claims and their equivalents.

Claims

1. A high-strength closed-type floor deck structure, comprising a base plate (1), characterized in that: Two floor deck bodies (2) are installed on the upper surface of the base plate (1). Multiple swing balls (3) are ball-connected to the upper surface of the lower floor deck body (2). Each of the multiple swing balls (3) has a buffer cavity (4) inside. Each of the multiple buffer cavities (4) has a sliding member (5) slidably connected inside. Each of the multiple sliding members (5) has a spring (6) fixedly connected to its bottom end. The other end of each of the multiple springs (6) is fixedly connected to the buffer cavity (4) close to it. Multiple threaded rods (7) are provided above the base plate (1). Each of the multiple threaded rods (7) completely penetrates the upper floor deck body (2) and is threadedly connected to the sliding member (5) close to it.

2. The high-strength closed-type floor decking structure according to claim 1, characterized in that: The upper surfaces of both floor deck bodies (2) are treated with rust prevention.

3. The high-strength closed-type floor decking structure according to claim 1, characterized in that: A rubber pad (8) is provided between the two floor deck bodies (2).

4. A high-strength closed-type floor decking structure according to claim 1, characterized in that: The upper surface of the base plate (1) is equipped with multiple sliding rods (9), and the upper surfaces of the multiple sliding rods (9) are slidably connected to sliding cylinders (10). The upper surfaces of the multiple sliding cylinders (10) are connected to swing plates (11), and the upper ends of the multiple swing plates (11) are ball-jointed with the floor deck body (2) that is close to them.

5. A high-strength closed-type floor decking structure according to claim 4, characterized in that: The outer surfaces of the plurality of sliding cylinders (10) are fixedly connected with elastic elements (12), and the other ends of the plurality of elastic elements (12) are fixedly connected with the sliding rods (9) adjacent to them.

6. A high-strength closed-type floor decking structure according to claim 1, characterized in that: The upper surfaces of the two floor deck bodies (2) are rotatably connected to rotating parts (13), and the bottom plate (1) is provided with multiple connecting parts (14). The multiple connecting parts (14) are engaged with the two rotating parts (13) that are close to each other. The upper surfaces of the multiple rotating parts (13) are rotatably connected to pressure plates (15), and the multiple pressure plates (15) are in contact with the connecting parts (14) that are close to each other.

7. A high-strength closed-type floor decking structure according to claim 5, characterized in that: All of the elastic elements (12) are in the reset state.

8. A high-strength closed-type floor decking structure according to claim 1, characterized in that: Multiple elastic ropes (16) are fixedly connected between the two floor deck bodies (2).

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