Prefabricated wall and prefabricated floor slab connecting structure

By adding a support structure between the prefabricated wall and the foundation pit, the problem of instability of the prefabricated wall in the foundation pit is solved, and the stable connection between the prefabricated wall and the prefabricated floor slab is achieved, and the coordination between the bolts and the internal thread sleeve is simplified.

CN222295304UInactive Publication Date: 2025-01-03SHANDONG HENGDIAN CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202421080528.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-17
Publication Date
2025-01-03
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The prefabricated wall is unstable when placed in the foundation pit, resulting in difficulty in matching the bolts and the internal threaded sleeve when connected to the prefabricated floor slab.

Method used

A prefabricated wall and prefabricated floor slab connection structure is designed, by adding a first support plate, an anti-slip saw, a fixing assembly, a rotating rod, a support rod, a second support plate, an anti-slip pad and an anti-slip projection between the prefabricated wall and the foundation pit. , increase the contact area and support structure, ensure the stability of the prefabricated wall, and thus facilitate the alignment and coordination of bolts and internal thread sleeves.

Benefits of technology

By increasing the contact area and support structure, the prefabricated walls are more stable in the foundation pit, avoiding shaking, and the bolts and internal threaded sleeves are easier to align, simplifying the connection process between the prefabricated walls and the prefabricated floor slabs.

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Abstract

The utility model relates to the technical field of constructional engineering, in particular to a prefabricated wall and prefabricated floor slab connecting structure which comprises a ground, a prefabricated wall and a prefabricated floor slab, a foundation pit is formed in the inner side of the upper end of the ground, and the prefabricated wall is placed in the foundation pit. By arranging the first supporting plate, the anti-skid sawteeth, the fixing assembly, the rotating rod, the supporting rod, the second supporting plate, the anti-skid pad and the anti-skid protrusions, the contact area of the prefabricated wall and the foundation pit is increased through the first supporting plate and the anti-skid sawteeth, so that the prefabricated wall is placed in the foundation pit more stably, and the fixing assembly, the rotating rod, the supporting rod and the second supporting plate form a supporting structure; the two sides of the prefabricated wall are supported, the contact area of the second supporting plate and the ground is increased through an anti-skid pad and anti-skid protrusions, so that the supporting structure is more stable, the supporting effect on the prefabricated wall is better, the prefabricated wall is not prone to shaking, bolts and internal thread sleeves are easier to align and cooperate, and the prefabricated floor slab and the prefabricated wall are more convenient to connect.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a prefabricated wall and prefabricated floor slab connection structure. Background Art

[0002] Prefabricated walls are a type of wall that is prefabricated in a factory. It can be used to construct fences on construction sites or as partitions inside buildings. Prefabricated floor slabs are prefabricated concrete parts that are produced and processed in a prefabrication yard and then transported directly to the construction site for installation. Prefabricated walls and prefabricated floor slabs are required during the construction of buildings. The existing prefabricated floor slabs and prefabricated walls are fixed together with bolts. Pre-set holes are opened in the wall in advance, and then internal threaded sleeves are installed in the pre-set holes. The bolts are then passed through the prefabricated floor slabs and the internal threaded sleeves for spiral connection, thereby facilitating the connection of prefabricated walls and prefabricated floor slabs.

[0003] When connecting prefabricated walls and prefabricated floor slabs, the prefabricated walls are placed in a pre-dug foundation pit, and then the prefabricated floor slabs are placed on the prefabricated walls, and then they are connected by the cooperation of bolts and internal threaded sleeves. However, the prefabricated walls are not fixed when placed in the foundation pit, which makes the placement of the prefabricated walls unstable and causes shaking. As a result, when connecting the prefabricated walls and prefabricated floor slabs, the bolts and internal threaded sleeves do not cooperate well, making the connection more difficult. Therefore, to address the above problems, we proposed a connection structure for prefabricated walls and prefabricated floor slabs. Utility Model Content

[0004] The purpose of the utility model is to provide a connection structure of prefabricated walls and prefabricated floor slabs to solve the problem that the prefabricated walls are not fixed when placed in the foundation pit, making the prefabricated walls unstable and shaking, resulting in poor matching between the bolts and the internal threaded sleeves when connecting the prefabricated walls and prefabricated floor slabs and making the connection more difficult.

[0005] To achieve the above objectives, the present invention provides the following technical solutions:

[0006] The prefabricated wall and prefabricated floor connection structure includes a ground, a prefabricated wall and a prefabricated floor, wherein a foundation pit is opened on the inner side of the upper end of the ground, and the prefabricated wall is placed inside the foundation pit, and the lower end of the prefabricated wall is fixedly connected to a first support plate, and the lower end of the first support plate is fixedly connected to an anti-slip serration, and a prefabricated floor is placed on the upper end of the prefabricated wall, and a reserved hole is opened on the inner side of the upper end of the prefabricated wall, and an internal threaded sleeve is fixedly connected inside the reserved hole, and a bolt is provided on the upper end of the prefabricated floor. The left and right ends of the prefabricated wall are fixedly connected to a fixing assembly, and the inner side of the fixing assembly is rotatably connected to a rotating rod, and the left and right ends of the rotating rod are fixedly connected to a limiting block, and the outer side of the rotating rod is rotatably connected to a support rod, and the lower end of the support rod is fixedly connected to a second support plate, and the lower end of the second support plate is fixedly connected to an anti-slip pad, and the lower end of the anti-slip pad is fixedly connected to an anti-slip protrusion.

[0007] Preferably, the number of the foundation pits is two, the number of the prefabricated walls is two, the number of the first support plates is two, and the first support plates are rectangular in shape.

[0008] Preferably, the first support plate is located inside the foundation pit, the anti-slip serrations are triangular in shape, there are a number of anti-slip serrations, and the lower ends of the anti-slip serrations fit in with the lower end of the foundation pit.

[0009] Preferably, the inner side of the internal threaded sleeve and the outer side of the lower end of the bolt are spirally connected, the lower end of the bolt and the lower end of the reserved hole are fitted together, the fixing component has a rectangular shape, and the interior of the fixing component is hollow.

[0010] Preferably, the rotating rod is cylindrical in shape, the second supporting plate is rectangular in shape, there are a number of anti-slip protrusions, and the lower ends of the anti-slip protrusions are in contact with the upper surface of the ground.

[0011] Compared with the prior art, the beneficial effects of the present invention are:

[0012] In the present invention, by arranging a first support plate, anti-slip serrations, a fixing assembly, a rotating rod, a supporting rod, a second support plate, an anti-slip pad and an anti-slip protrusion, the first support plate and the anti-slip serrations increase the contact area between the prefabricated wall and the foundation pit, making the prefabricated wall more stable when placed in the foundation pit; the fixing assembly, the rotating rod, the supporting rod and the second support plate form a supporting structure to support both sides of the prefabricated wall, and the anti-slip pad and the anti-slip protrusion increase the contact area between the second supporting plate and the ground, making the supporting structure more stable, and having a better supporting effect on the prefabricated wall, the prefabricated wall is not prone to shaking, and the bolts and the internal threaded sleeves are easier to align and cooperate, making the connection between the prefabricated floor slabs and the prefabricated walls more convenient. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic diagram of the overall structure of the utility model;

[0014] Figure 2 For this utility model Figure 1 Schematic diagram of the structure at A;

[0015] Figure 3 For this utility model Figure 1 Schematic diagram of the structure at B;

[0016] Figure 4 For this utility model Figure 1 Schematic diagram of the structure at C;

[0017] Figure 5 This is a schematic diagram of the left side cutaway structure of the fixing component of the present invention.

[0018] In the figure: 1. Ground; 2. Foundation pit; 3. Prefabricated wall; 4. First support plate; 5. Anti-slip serrations; 6. Prefabricated floor slab; 7. Reserved hole; 8. Internal threaded sleeve; 9. Bolt; 10. Fixing assembly; 11. Rotating rod; 12. Limit block; 13. Support rod; 14. Second support plate; 15. Anti-slip pad; 16. Anti-slip protrusion. DETAILED DESCRIPTION

[0019] 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.

[0020] See also Figure 1-5 , the utility model provides a technical solution:

[0021] The prefabricated wall and prefabricated floor connection structure includes a ground 1, a prefabricated wall 3 and a prefabricated floor 6. A foundation pit 2 is opened on the inner side of the upper end of the ground 1, and a prefabricated wall 3 is placed inside the foundation pit 2. The lower end of the prefabricated wall 3 is fixedly connected to a first support plate 4, and the lower end of the first support plate 4 is fixedly connected to an anti-slip serration 5. A prefabricated floor 6 is placed on the upper end of the prefabricated wall 3. A reserved hole 7 is opened on the inner side of the upper end of the prefabricated wall 3, and an internal threaded sleeve 8 is fixedly connected to the reserved hole 7. A bolt 9 is provided on the upper end of the prefabricated floor 6. The left and right ends of the prefabricated wall 3 are fixedly connected to a fixing assembly 10, and the inner side of the fixing assembly 10 is rotatably connected to a rotating rod 11. The left and right ends of the rotating rod 11 are fixedly connected to a limiting block 12, and the outer side of the rotating rod 11 is rotatably connected to a support rod 13. The lower end of the support rod 13 is fixedly connected to a second support plate 14, and the lower end of the second support plate 14 is fixedly connected to an anti-slip pad 15, and the lower end of the anti-slip pad 15 is fixedly connected to an anti-slip protrusion 16.

[0022] There are two foundation pits 2, two prefabricated walls 3, two first support plates 4, the first support plate 4 is rectangular in shape, the first support plate 4 is located inside the foundation pit 2, the anti-slip serrations 5 are triangular in shape, there are several anti-slip serrations 5, the lower end of the anti-slip serrations 5 fits the lower end of the foundation pit 2, the inner side of the internal threaded sleeve 8 and the outer side of the lower end of the bolt 9 are spirally connected, the lower end of the bolt 9 fits the lower end of the reserved hole 7, the fixing component 10 is rectangular in shape, the fixing component 10 is hollow inside, the rotating rod 11 is cylindrical in shape, the second support plate 14 is rectangular in shape, and the anti-slip There are several protrusions 16, and the lower end of the anti-slip protrusion 16 is in contact with the upper surface of the ground 1. A foundation pit 2 is opened on the inner side of the upper end of the ground 1, and a prefabricated wall 3 is placed inside the foundation pit 2. The lower end of the prefabricated wall 3 is fixedly connected with a first support plate 4, which is convenient for setting the first support plate 4, anti-slip serrations 5, fixing components 10, rotating rods 11, supporting rods 13, second support plates 14, anti-slip pads 15 and anti-slip protrusions 16. The first support plate 4 and the anti-slip serrations 5 increase the contact area between the prefabricated wall 3 and the foundation pit 2, making the prefabricated wall 3 more stable when placed in the foundation pit 2. The fixing components 1 0, the rotating rod 11, the supporting rod 13 and the second supporting plate 14 form a supporting structure to support both sides of the prefabricated wall 3, and the anti-slip pad 15 and the anti-slip protrusion 16 increase the contact area between the second supporting plate 14 and the ground 1, making the supporting structure more stable, and the supporting effect of the prefabricated wall 3 is better, the prefabricated wall 3 is not easy to shake, and the bolts 9 and the internal threaded sleeves 8 are easier to align and cooperate, making it more convenient to connect the prefabricated floor slab 6 and the prefabricated wall 3; the lower end of the first supporting plate 4 is fixedly connected with the anti-slip serration 5, and the prefabricated floor slab 6 is placed on the upper end of the prefabricated wall 3. A reserved hole 7 is opened on the inner side of the upper end of the prefabricated wall 3, and an internal threaded sleeve 8 is fixedly connected to the inside of the reserved hole 7. A bolt 9 is provided at the upper end of the prefabricated floor slab 6. The left and right ends of the prefabricated wall 3 are fixedly connected to fixing components 10. The inner side of the fixing component 10 is rotatably connected to a rotating rod 11. The left and right ends of the rotating rod 11 are fixedly connected to limit blocks 12. The outer side of the rotating rod 11 is rotatably connected to a support rod 13. The lower end of the support rod 13 is fixedly connected to a second support plate 14. The lower end of the second support plate 14 is fixedly connected to an anti-slip pad 15, and the lower end of the anti-slip pad 15 is fixedly connected to an anti-slip protrusion 16.

[0023] Working process: When the device is in use, a foundation pit 2 is opened on the inner side of the upper end of the ground 1, and the lower end of the prefabricated wall 3 is fixedly connected to the first support plate 4, and the lower end of the first support plate 4 is fixedly connected to the anti-slip serrations 5. The prefabricated wall 3 is placed in the foundation pit 2. The first support plate 4 and the anti-slip serrations 5 increase the contact area between the prefabricated wall 3 and the foundation pit 2, making it more stable for the prefabricated wall 3 to be placed in the foundation pit 2. The left and right ends of the prefabricated wall 3 are fixedly connected to the fixing components 10, and the inner side of the fixing component 10 is rotatably connected to the rotating rod 11. The left and right ends of the rotating rod 11 are fixedly connected to the limiting blocks 12, and the limiting blocks 12 limit the rotating rod 11. The outer side of the rotating rod 11 is rotatably connected to the supporting rod 13, and the lower end of the supporting rod 13 is fixedly connected to the second supporting plate 14. The lower end of the second supporting plate 14 is fixedly connected to the anti-slip pad 15, and the lower end of the anti-slip pad 15 is fixedly connected The anti-slip protrusions 16 are connected, and the fixing assembly 10, the rotating rod 11, the supporting rod 13 and the second supporting plate 14 form a supporting structure to support both sides of the prefabricated wall 3, and the anti-slip pads 15 and the anti-slip protrusions 16 increase the contact area between the second supporting plate 14 and the ground 1, making the supporting structure more stable and having a better supporting effect on the prefabricated wall 3. The prefabricated wall 3 is not prone to shaking, making it easier for the internal threaded sleeve 8 and the bolt 9 to align and cooperate, which facilitates the connection between the prefabricated wall 3 and the prefabricated floor slab 6. A prefabricated floor slab 6 is placed on the upper end of the prefabricated wall 3, and a reserved hole 7 is opened on the inner side of the upper end of the prefabricated wall 3. An internal threaded sleeve 8 is fixedly connected to the inside of the reserved hole 7. A bolt 9 is provided on the upper end of the prefabricated floor slab 6, and the bolt 9 passes through the prefabricated floor slab 6. The outer side of the lower end of the bolt 9 is spirally connected to the inner side of the internal threaded sleeve 8, so that the prefabricated wall 3 and the prefabricated floor slab 6 are connected.

[0024] 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. A prefabricated wall and prefabricated floor slab connection structure, comprising a ground (1), a prefabricated wall (3) and a prefabricated floor slab (6), characterized in that: A foundation pit (2) is provided on the inner side of the upper end of the ground (1), a prefabricated wall (3) is placed inside the foundation pit (2), a first support plate (4) is fixedly connected to the lower end of the prefabricated wall (3), an anti-slip sawtooth (5) is fixedly connected to the lower end of the first support plate (4), a prefabricated floor slab (6) is placed on the upper end of the prefabricated wall (3), a reserved hole (7) is provided on the inner side of the upper end of the prefabricated wall (3), an internal threaded sleeve (8) is fixedly connected to the inside of the reserved hole (7), a bolt (9) is provided on the upper end of the prefabricated floor slab (6), and the The left and right ends of the prefabricated wall (3) are fixedly connected to a fixing assembly (10); the inner side of the fixing assembly (10) is rotatably connected to a rotating rod (11); the left and right ends of the rotating rod (11) are fixedly connected to a limiting block (12); the outer side of the rotating rod (11) is rotatably connected to a supporting rod (13); the lower end of the supporting rod (13) is fixedly connected to a second supporting plate (14); the lower end of the second supporting plate (14) is fixedly connected to an anti-skid pad (15); and the lower end of the anti-skid pad (15) is fixedly connected to an anti-skid protrusion (16).

2. The prefabricated wall and prefabricated floor slab connection structure according to claim 1, characterized in that: The number of the foundation pits (2) is two, the number of the prefabricated walls (3) is two, the number of the first support plates (4) is two, and the first support plates (4) are rectangular in shape.

3. The prefabricated wall and prefabricated floor slab connection structure according to claim 1, characterized in that: The first support plate (4) is located inside the foundation pit (2); the anti-slip serrations (5) are triangular in shape; there are a number of anti-slip serrations (5); and the lower ends of the anti-slip serrations (5) fit the lower end of the foundation pit (2).

4. The prefabricated wall and prefabricated floor slab connection structure according to claim 1, characterized in that: The inner side of the internal threaded sleeve (8) and the outer side of the lower end of the bolt (9) are spirally connected, the lower end of the bolt (9) and the lower end of the reserved hole (7) are fitted together, the fixing component (10) has a rectangular shape, and the fixing component (10) is hollow inside.

5. The prefabricated wall and prefabricated floor slab connection structure according to claim 1, characterized in that: The rotating rod (11) is cylindrical in shape, the second supporting plate (14) is rectangular in shape, there are a number of anti-skid protrusions (16), and the lower end of the anti-skid protrusion (16) is in contact with the upper surface of the ground (1).