Splicing type bearing wall for building

Abstract

The utility model discloses a splicing type load-bearing wall for a building, and relates to the technical field of load-bearing walls. The splicing type load bearing wall for the building comprises a floor plate and a splicing type wall body, sliding grooves are formed in the upper end and the lower end of the floor plate, the splicing type wall body is detachably connected with the floor plate through the sliding grooves, sliding blocks and connecting base plates are welded to the upper end and the lower end of the splicing type wall body, the sliding blocks are matched with the sliding grooves, and the connecting base plates are connected with the sliding grooves. Reinforcing ribs are arranged between the connecting base plates and the floor plates in a reinforcing mode, and the connecting position of every two adjacent splicing type wall bodies is reinforced through a steel plate. In order to overcome the defect that the bearing performance is reduced due to the fact that the joints of the spliced wall bodies are unstable, the wall bodies and the floor plates can be aligned through the sliding grooves and the sliding blocks, all the wall bodies can be aligned through the bolt holes and the embedded bolts, the extra bearing capacity can be provided through the steel plates and the reinforcing ribs, and the bearing performance is improved. The load can be uniformly distributed, the stress concentration is reduced, and the strength of the joint is enhanced.

Description

Technical Field

[0001] The utility model relates to the technical field of load-bearing walls, in particular to a spliced load-bearing wall for construction. Background Art

[0002] Load-bearing walls are those that support and transfer loads within a building structure. Currently, there are modular load-bearing walls on the market. These walls are typically composed of prefabricated components that can be transported to the construction site for assembly, significantly shortening construction schedules. However, since these walls are constructed from multiple components, misalignment or stress concentration at the joints between adjacent walls can cause instability at these joints, reducing the load-bearing performance of the entire wall.

[0003] Therefore, in order to solve the defect that the joints of the spliced wall are unstable and thus the load-bearing performance is reduced, it is necessary to propose a spliced load-bearing wall for construction. Utility Model Content

[0004] The purpose of the present utility model is to provide a spliced load-bearing wall for construction, which can ensure the alignment between the wall and the floor plate through sliding grooves and sliders, can ensure the alignment between each wall through bolt holes and embedded bolts, and can provide additional bearing capacity through steel plates and reinforcing ribs, which helps to evenly distribute the load, reduce stress concentration, and enhance the strength of the connection, so as to solve the problems raised in the above-mentioned background technology.

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

[0006] A spliced load-bearing wall for construction, comprising a floor plate and a spliced wall body, wherein the upper and lower ends of the floor plate are provided with sliding grooves, and the spliced wall body is detachably connected to the floor plate through the sliding grooves;

[0007] Sliders and connecting pads are welded to the upper and lower ends of the spliced wall, the slides are adapted to the chute, and reinforcing ribs are provided between the connecting pad and the floor plate;

[0008] The connection between two adjacent spliced walls is reinforced by steel plates.

[0009] Preferably, first embedded bolts are welded to the side ends of the floor plates.

[0010] Preferably, a second embedded bolt is welded to a side end of the spliced wall, and a bolt hole adapted to fit the first embedded bolt and the second embedded bolt is opened at the other end.

[0011] Preferably, positioning bolts are welded to the front and rear ends of the spliced wall, and the steel plate is connected to the spliced wall via positioning bolts and nuts.

[0012] Preferably, connecting foot plates are welded to the upper and lower ends of the steel plate, and the connecting foot plates are connected to the connecting pads by bolts.

[0013] Compared with the prior art, the beneficial effects of the present invention are as follows:

[0014] 1. The spliced load-bearing walls used in this building ensure precise alignment between the spliced walls and floor slabs through the design of slides and sliders, avoiding unstable connections caused by uneven components. The combination of bolt holes and embedded bolts achieves a stable connection between the walls, enhancing the stability and load-bearing performance of the overall structure.

[0015] 2. The building uses spliced load-bearing walls, which provide additional bearing capacity for the walls through reinforcement measures such as reinforcing ribs and steel plates. This helps to evenly distribute the load and reduce stress concentration, thereby enhancing the strength and stability of the connections between walls and between walls and floor slabs, thereby improving the overall load-bearing performance of the walls. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a three-dimensional diagram of the overall structure of the utility model;

[0017] Figure 2 This is a schematic diagram of the connection between the steel plate and the wall of the utility model;

[0018] Figure 3 This is a schematic diagram of the floor panels and walls and the splicing of the walls of the present invention;

[0019] Figure 4 This is a schematic diagram of the first embedded bolt, the second embedded bolt and the bolt hole of the utility model.

[0020] In the figure: 1. Floor plate; 11. Slide groove; 12. First embedded bolt; 2. Spliced wall; 21. Slider; 22. Connecting pad; 23. Second embedded bolt; 24. Positioning bolt; 25. Bolt hole; 3. Reinforcement rib; 4. Steel plate; 41. Connecting foot plate. DETAILED DESCRIPTION

[0021] 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.

[0022] To solve the technical problems of how to connect walls and between walls and floor slabs, please refer to Figures 1-4 , this embodiment provides the following technical solutions:

[0023] A spliced load-bearing wall for construction includes a floor slab 1 and a spliced wall 2. Slide grooves 11 are provided at the upper and lower ends of the floor slab 1. The spliced wall 2 is detachably connected to the floor slab 1 through the slide grooves 11. Sliders 21 are welded to the upper and lower ends of the spliced wall 2, and the slides 21 are adapted to the slide grooves 11.

[0024] A first embedded bolt 12 is welded to the side end of the floor plate 1 , a second embedded bolt 23 is welded to the side end of the spliced wall 2 , and a bolt hole 25 matching the first embedded bolt 12 and the second embedded bolt 23 is opened at the other end.

[0025] The outermost spliced wall 2 is only provided with bolt holes 25 , and is not welded with the second embedded bolts 23 .

[0026] Specifically, when splicing, take out a splicing wall 2, insert the sliders 21 at the upper and lower ends of the wall into the slide groove 11, and then push the wall until the first embedded bolt 12 is inserted into the bolt hole 25 of the wall. Then take out another splicing wall 2, insert the slider 21 of the wall into the slide groove 11 and push the wall until the bolt hole 25 of the wall is aligned with the second embedded bolt 23 of the other wall. Finally, follow the above steps to splice different walls in sequence to achieve the splicing problem between walls and between walls and floor slabs 1.

[0027] To solve the technical problem of how to reinforce the walls and between the walls and floor slabs, please refer to Figure 1-Figure 3 , this embodiment provides the following technical solutions:

[0028] Connecting pads 22 are welded to the upper and lower ends of the spliced wall 2 , and reinforcing ribs 3 are provided between the connecting pads 22 and the floor slab 1 . The connection between two adjacent spliced walls 2 is reinforced by a steel plate 4 .

[0029] Positioning bolts 24 are welded at the front and rear ends of the spliced wall 2. The steel plate 4 is connected to the spliced wall 2 through the positioning bolts 24 and nuts. Connecting foot plates 41 are welded at the upper and lower ends of the steel plate 4. The connecting foot plates 41 are connected to the connecting pads 22 through bolts.

[0030] Specifically, when the splicing between the spliced wall 2 and the floor plate 1 is completed, align the holes on the surface of the steel plate 4 with the positioning bolts 24 and insert them, and tighten them with nuts. Then, use bolts to connect the connecting foot plate 41 to the connecting pad 22 to achieve the connection between the steel plate 4 and the wall, so that the steel plate 4 can reinforce the connection between different walls. Finally, insert the reinforcing ribs 3 between the upper and lower floor plates 1 and the connecting pad 22 and fix them with nuts, so that the reinforcing ribs 3 can reinforce the wall surface, improve the stability of the connection of the spliced wall 2, and thereby improve the load-bearing performance of the spliced wall 2.

[0031] Working principle: This building uses spliced load-bearing walls. When splicing, take out a spliced wall 2, insert the sliders 21 at the upper and lower ends of the wall into the slide groove 11, and then push the wall until the first embedded bolt 12 is inserted into the bolt hole 25 of the wall, then take out another spliced wall 2, insert the slider 21 of the wall into the slide groove 11 and push the wall until the bolt hole 25 of the wall is aligned with the second embedded bolt 23 of the other wall, and splice different walls in this way in sequence until the splicing is completed, align the holes on the surface of the steel plate 4 with the positioning bolts 24, and tighten them with nuts, and then use bolts to connect the connecting foot plate 41 to the connecting pad 22 to achieve the connection between the steel plate 4 and the wall, finally insert the reinforcing rib 3 between the upper and lower floor plates 1 and the connecting pad 22, and fix them with nuts to complete the splicing of the load-bearing wall.

[0032] 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.

[0033] 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 spliced load-bearing wall for construction, comprising a floor plate (1) and a spliced wall body (2), characterized in that: The upper and lower ends of the floor plate (1) are provided with sliding grooves (11), and the spliced wall (2) is detachably connected to the floor plate (1) via the sliding grooves (11); Sliders (21) and connecting pads (22) are welded to the upper and lower ends of the spliced wall (2), the slides (21) are adapted to the chute (11), and reinforcing ribs (3) are provided between the connecting pad (22) and the floor plate (1); The connection between two adjacent spliced walls (2) is reinforced by a steel plate (4).

2. A spliced load-bearing wall for construction according to claim 1, characterized in that: A first embedded bolt (12) is welded to the side end of the floor plate (1).

3. The construction splicing load-bearing wall according to claim 1, characterized in that: A second embedded bolt (23) is welded to a side end of the spliced wall (2), and a bolt hole (25) adapted to the first embedded bolt (12) and the second embedded bolt (23) is provided at the other end.

4. The jointed load-bearing wall for construction according to claim 1, characterized in that: Positioning bolts (24) are welded to the front and rear ends of the spliced wall (2), and the steel plate (4) is connected to the spliced wall (2) via the positioning bolts (24) and nuts.

5. The jointed load-bearing wall for construction according to claim 1, characterized in that: Connecting foot plates (41) are welded to the upper and lower ends of the steel plate (4), and the connecting foot plates (41) are connected to the connecting pad (22) via bolts.

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