Integrated component

Abstract

The utility model discloses an integrated component which comprises a stand column, a first bearing piece is arranged on one side of the stand column, a superimposed frame mechanism is arranged at the upper end of the first bearing piece, a second bearing piece is connected to the outer side wall of the stand column in a bolted mode, and a ribbed beam mechanism is detachably connected to the upper end of the second bearing piece. The equipment can be quickly assembled and disassembled through the arranged overlapped frame mechanism, so that the construction efficiency is improved, components can be simply, conveniently and quickly mounted on a construction site, a large amount of site splicing work required in traditional construction is reduced, and the construction period is shortened; by means of the ribbed beam mechanism, the rigidity of the whole product can be improved, deformation is not prone to occurring, loss of a prefabricated part in the hoisting and transporting process is reduced, compared with the prior art, the prefabricated concrete unit plate is light in overall structure and convenient to transport and hoist, and bolt holes formed in the inner wall of the groove-shaped steel beam and lifting lugs arranged at the upper end of the groove-shaped steel beam are convenient to disassemble and assemble. And the hoisting and transferring process is more convenient.

Description

Technical Field

[0001] The utility model relates to the technical field of prefabricated components, in particular to an integrated component. Background Art

[0002] In recent years, prefabricated buildings have developed rapidly in my country. The State Council issued the "Guiding Opinions on Vigorously Developing Prefabricated Buildings", further clarifying that green buildings and building materials should be actively promoted in the future, and striving to increase the proportion of prefabricated buildings in new buildings to 30% within about 10 years;

[0003] According to the patent document: CN116043899A, an assembled beam-slab foundation is disclosed, including foundation beams arranged vertically and horizontally to form a rectangular frame and a combined base plate arranged in the rectangular frame. The combined base plate includes a basic base plate and four basic secondary beams integrally formed on the four edges of the basic base plate. The basic beams are connected by a connecting sleeve assembly. The side of the basic beam is provided with a corbel protruding outward, and the corbel is connected to the combined base plate through a connecting piece. The four combined base plates arranged in a rectangular shape are connected by a secondary beam connecting assembly.

[0004] Conventional integrated components using composite floor slabs and prefabricated composite beams typically require support during construction. This makes the support system complex and expensive when the floor height is high. Utility Model Content

[0005] The purpose of this utility model is to provide an integrated component to solve the problem raised in the above background art that conventional integrated components using composite floor slabs and prefabricated composite beams usually require lower supports during the construction phase. When the floor height is large, the support system is complex and expensive.

[0006] To achieve the above-mentioned object, the present invention provides the following technical solution: comprising a column, a first supporting member provided on one side of the column, a stacking frame mechanism provided on the upper end of the first supporting member, a second supporting member bolted to the outer wall of the column, a rib beam mechanism detachably connected to the upper end of the second supporting member, and steel frame beams bolted to both sides of the rib beam mechanism;

[0007] The superimposed frame mechanism includes a frame beam body, the lower end of the frame beam body is detachably connected to the upper end of the supporting member, the upper end of the frame beam body is provided with a groove, the inner wall of the frame beam body is provided with a shear key groove, longitudinal steel bars are fixedly connected to both sides of the frame beam body, one end of the frame beam body is fittedly connected to an anchor plate, the anchor plate is welded to an end close to the frame beam body with an anchor steel bar, and the other end of the anchor plate is fixedly connected to a support plate.

[0008] Preferably, the upper end of the frame beam body is embedded in and connected with the outer wall of the groove, and the inner wall of the frame beam body is connected through the outer wall of the shear key groove.

[0009] Preferably, the support plate has a U-shaped structure.

[0010] Preferably, one side of the supporting member 1 is bolted to one side of the column, and the upper end of the supporting member 1 is detachably connected to the lower end of the overlapping frame mechanism.

[0011] Preferably, the rib beam mechanism includes a trough steel beam, the lower end of the trough steel beam is bolted to the upper end of the supporting member 2, the inner wall of the trough steel beam is provided with a bolt hole, the upper end of the trough steel beam is provided with a lifting lug, the upper end of the trough steel beam is fixedly connected with an extended stirrup, and the two trough steel beams are clamped and connected on one side where they are close to each other with a rib composite plate, and the upper end of the rib composite plate is welded with a truss steel bar.

[0012] Preferably, the inner wall of the channel-shaped steel beam is connected to the outer wall of the bolt hole through-connection, and the upper end of the channel-shaped steel beam is fixedly connected to the lower end of the lifting ear.

[0013] Preferably, the number of the truss steel bars is set to five groups.

[0014] Compared with the prior art, the beneficial effects of the present invention are:

[0015] 1. The set superimposed frame mechanism enables the equipment to be quickly assembled and disassembled, thereby improving construction efficiency and making the installation of components at the construction site simple and quick, reducing a large amount of on-site splicing work required in traditional construction, thereby shortening the construction period and reducing labor intensity. In addition, it makes the error control during the construction process more precise, improves the stability and safety of the overall structure, and the support plate has a U-shaped structure, which provides good support and stability for the rib superimposed plate. The connection method of the support member 1, the support member 2 and the column makes the entire structure more stable.

[0016] 2. The rib beam mechanism set up can increase the overall rigidity of the equipment, making it less prone to deformation and reducing the loss of prefabricated components during lifting and transportation. Compared with the existing technology, the overall structure of the precast concrete unit plate is lighter, which is convenient for transportation and lifting. The bolt holes set on the inner wall of the trough steel beam and the lifting ears at the upper end make the lifting and transportation process more convenient. The extended stirrups fixed at the upper end of the trough steel beam further enhance the stability of the beam. The ribbed composite plates that are connected on the side where the two trough steel beams are close to each other, and the truss steel bars welded at the upper end of the ribbed composite plates, together constitute a solid component structure, which improves the overall bearing capacity and bending resistance, not only improves the construction efficiency, but also ensures the stability and safety of the structure. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the three-dimensional structure of the utility model;

[0018] Figure 2 This is a schematic diagram of the structure of the stacking frame mechanism of the present utility model;

[0019] Figure 3 This is a schematic diagram of the rib beam structure of the utility model;

[0020] Figure 4 It is a schematic diagram of the exploded structure of the utility model in a three-dimensional side view.

[0021] In the figure: 1. Column; 2. Supporting member 1; 3. Composite frame mechanism; 4. Supporting member 2; 5. Rib beam mechanism; 6. Steel frame beam; 31. Frame beam body; 32. Groove; 33. Shear key groove; 34. Longitudinal reinforcement; 35. Anchor plate; 36. Anchor reinforcement; 37. Support plate; 51. Channel steel beam; 52. Bolt hole; 53. Lifting ear; 54. Extending stirrup; 55. Rib composite plate; 56. Truss reinforcement. 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] See also Figure 1 、 Figure 2 and Figure 4 The utility model provides a technical solution: an integrated component, including a column 1, a supporting member 2 is provided on one side of the column 1, a superimposed frame mechanism 3 is provided on the upper end of the supporting member 2, the outer wall of the column 1 is bolted to a supporting member 2 4, the upper end of the supporting member 2 4 is detachably connected to a rib beam mechanism 5, and steel frame beams 6 are bolted on both sides of the rib beam mechanism 5. The superimposed frame mechanism 3 includes a frame beam body 31, the lower end of the frame beam body 31 is detachably connected to the upper end of the supporting member 2, a groove 32 is provided on the upper end of the frame beam body 31, and a shear key is provided on the inner wall of the frame beam body 31. The groove 33 has longitudinal steel bars 34 fixed on both sides of the frame beam body 31. One end of the frame beam body 31 is fitted with an anchor plate 35. An anchor steel bar 36 is welded to the end of the anchor plate 35 close to the frame beam body 31. The other end of the anchor plate 35 is fixed with a support plate 37. The upper end of the frame beam body 31 is embedded in the outer wall of the groove 32. The inner wall of the frame beam body 31 is connected to the outer wall of the shear key groove 33. The support plate 37 has a U-shaped structure. One side of the support member 2 is bolted to one side of the column 1. The upper end of the support member 2 is detachably connected to the lower end of the superimposed frame mechanism 3.

[0024] The setting of the superimposed frame mechanism 3 makes the component more stable and improves the overall bearing capacity. The setting of the supporting member 1 2 and the supporting member 2 4 ensures the support of the component in different directions and enhances the stability of the structure. The detachable connection setting of the rib beam mechanism 5 makes it more convenient during transportation and installation, and is also convenient for later maintenance and replacement. The setting of the steel frame beam 6 further strengthens the overall strength of the component. The bolting method on both sides ensures stability when bearing heavy loads. The groove 32 setting of the frame beam body 31 not only reduces its own weight, but also provides space for the arrangement of internal steel bars. The setting of the shear key groove 33 effectively improves the shear resistance of the component in the horizontal direction and ensures the stability of the structure when subjected to horizontal forces. The setting of the anchor plate 35 makes the connection between the component and the column 1 more firm. The setting of the anchor steel bar 36 and the support plate 37 further improves the stability of the connection. The U-shaped setting of the support plate 37 not only increases the stability of the structure, but also facilitates the connection with the rib superimposed plate 55, ensuring the safety and reliability of the integrated component in actual use.

[0025] See also Figure 1 、 Figure 3 ,and Figure 4 The rib beam mechanism 5 includes a channel steel beam 51, the lower end of the channel steel beam 51 is bolted to the upper end of the supporting member 2 4, the inner wall of the channel steel beam 51 is provided with a bolt hole 52, the upper end of the channel steel beam 51 is provided with a lifting ear 53, the upper end of the channel steel beam 51 is fixedly connected to an extended stirrup 54, the side of the two channel steel beams 51 close to each other is clamped and connected with a rib composite plate 55, the upper end of the rib composite plate 55 is welded with a truss steel bar 56, the inner wall of the channel steel beam 51 is connected to the outer wall of the bolt hole 52 through, the upper end of the channel steel beam 51 is fixedly connected to the lower end of the lifting ear 53, and the number of truss steel bars 56 is provided in five groups;

[0026] In order to further improve the bearing capacity of the structure, a plurality of anchor holes adapted to the anchoring steel bars 36 are provided on the frame beam body 31. These anchor holes are used to anchor the embedded parts on the column 1. By setting the superimposed frame mechanism 3, the rapid assembly and disassembly of the component structure can be achieved, which greatly improves the construction efficiency. Secondly, the combination of the rib beam mechanism 5 and the channel steel beam 51 enables the component structure to have good bending resistance while bearing vertical loads. In addition, the setting of the truss steel bars 56 further improves the tensile strength of the component structure and ensures the stability of the structure during use. First, complete the array construction of the column 1, and then connect the supporting member 1 2 and the supporting member 2 4 on the column 1 according to the height of the rib composite plate 55 and the frame beam body 31. Next, the frame beam body 31 is placed on the two groups of columns 1, and the lower end of the frame beam body 31 is supported on the supporting member 1 2. The rib composite plate 55 is placed between the frame beam bodies 31, and one side of the rib composite plate 55 is supported on the supporting member 2 4 through the channel steel beam 51. Finally, the cast-in-place concrete surface layer is poured. This integrated component with simple structure, convenient construction and strong bearing capacity is suitable for various construction projects and has broad application prospects.

[0027] Working principle: First, the arrangement of the composite frame mechanism 3 makes the component more stable and improves the overall bearing capacity. The arrangement of the supporting member 1 2 and the supporting member 2 4 ensures the support of the component in different directions and enhances the stability of the structure. The detachable connection arrangement of the rib beam mechanism 5 makes it more convenient during transportation and installation, and is also convenient for later maintenance and replacement. The arrangement of the steel frame beam 6 further strengthens the overall strength of the component. The bolting method on both sides ensures stability when bearing heavy loads. The groove 32 of the frame beam body 31 not only reduces its own weight, but also provides space for the arrangement of internal steel bars. The arrangement of the shear key groove 33 effectively improves the shear resistance of the component in the horizontal direction and ensures the stability of the structure when subjected to horizontal forces. The arrangement of the anchor plate 35 makes the connection between the component and the column 1 more firm. The arrangement of the anchor steel bar 36 and the support plate 37 further improves the stability of the connection. The U-shaped arrangement of the support plate 37 not only increases the stability of the structure, but also facilitates the connection with the rib composite plate 55, ensuring the safety and reliability of the integrated component in actual use.

[0028] Then, in order to further improve the bearing capacity of the structure, a plurality of anchor holes adapted to the anchoring steel bars 36 are provided on the frame beam body 31. These anchor holes are used to carry out anchor connection with the embedded parts on the column 1. By setting the composite frame mechanism 3, the rapid assembly and disassembly of the component structure can be realized, which greatly improves the construction efficiency. Secondly, the combination of the rib beam mechanism 5 and the channel steel beam 51 enables the component structure to have good bending resistance while bearing vertical loads. In addition, the setting of the truss steel bars 56 further improves the tensile strength of the component structure and ensures the stability of the structure during use. First, the array construction of the column 1 is completed, and then the rib composite plate is arranged according to the rib composite plate. 55 and the height of the frame beam body 31, connect the supporting member 1 2 and the supporting member 2 4 on the column 1, then, the frame beam body 31 is placed on the two groups of columns 1, and the lower end of the frame beam body 31 is supported on the supporting member 1 2, and the rib composite plate 55 is placed between the frame beam bodies 31, and one side of the rib composite plate 55 is supported on the supporting member 2 4 through the groove steel beam 51, and finally, the cast-in-place concrete surface layer is poured. It is an integrated component with a simple structure, convenient construction and strong bearing capacity, which is suitable for various construction projects and has broad application prospects. The above is the working process of the entire device, and the contents not described in detail in this manual belong to the existing technology known to professional and technical personnel in this field.

[0029] 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 integrated component, comprising a column (1), characterized in that: A supporting member 1 (2) is provided on one side of the column (1), a superimposed frame mechanism (3) is provided on the upper end of the supporting member 1 (2), a supporting member 2 (4) is bolted to the outer wall of the column (1), a rib beam mechanism (5) is detachably connected to the upper end of the supporting member 2 (4), and steel frame beams (6) are bolted on both sides of the rib beam mechanism (5); The composite frame mechanism (3) comprises a frame beam body (31), the lower end of the frame beam body (31) is detachably connected to the upper end of the supporting member (2), the upper end of the frame beam body (31) is provided with a groove (32), the inner wall of the frame beam body (31) is provided with a shear key groove (33), both sides of the frame beam body (31) are fixedly connected with longitudinal steel bars (34), one end of the frame beam body (31) is fittedly connected with an anchor plate (35), the anchor plate (35) is welded with an anchor steel bar (36) at one end close to the frame beam body (31), and the other end of the anchor plate (35) is fixedly connected with a support plate (37).

2. The integrated component according to claim 1, characterized in that: The upper end of the frame beam body (31) is embedded in and connected with the outer wall of the groove (32), and the inner wall of the frame beam body (31) is connected through and connected with the outer wall of the shear key groove (33).

3. The integrated component according to claim 2, characterized in that: The support plate (37) is in a U-shaped structure.

4. The integrated component according to claim 1, characterized in that: One side of the supporting member (2) is bolted to one side of the column (1), and the upper end of the supporting member (2) is detachably connected to the lower end of the overlapping frame mechanism (3).

5. The integrated component according to claim 1, characterized in that: The rib beam mechanism (5) includes a trough steel beam (51), the lower end of the trough steel beam (51) is bolted to the upper end of the supporting member 2 (4), the inner wall of the trough steel beam (51) is provided with a bolt hole (52), the upper end of the trough steel beam (51) is provided with a lifting lug (53), the upper end of the trough steel beam (51) is fixedly connected with an extended stirrup (54), and the side of the two trough steel beams (51) close to each other is clamped and connected with a rib composite plate (55), and the upper end of the rib composite plate (55) is welded with a truss steel bar (56).

6. The integrated component according to claim 5, characterized in that: The inner wall of the channel-shaped steel beam (51) is connected to the outer wall of the bolt hole (52) through-connected, and the upper end of the channel-shaped steel beam (51) is fixedly connected to the lower end of the lifting lug (53).

7. The integrated component according to claim 5, characterized in that: The number of the truss steel bars (56) is set to five groups.

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