CN221856308U - A floor reinforcement building structure - Google Patents

Abstract

The utility model relates to the technical field of floor slab reinforcement, in particular to a floor slab reinforced building structure, which comprises a reinforcing layer and a reinforcing mechanism, wherein the reinforcing layer is fixedly connected with a floor slab; the reinforcing mechanism comprises an arched beam, a supporting component and an embedded part, wherein the supporting component comprises an arc-shaped plate, a connecting rod, a limiting plate and a telescopic rod, and the telescopic rod is sleeved with a spring. The fixed connection in the reinforcing layer of floor can be right the floor carries out effective reinforcement, strengthening mechanism can be right the spandrel plate with the reinforcing layer further bearing, thereby right the floor carries out comprehensive support and consolidates, has strengthened the holistic reinforcement effect of structure. The arc plates fixed on the arched beams and the supporting plates can make bending strain according to the deflection of the floor slab, so that the service performance of the structure is enhanced.

Description

Building structure is consolidated to floor

Technical Field

The utility model relates to the technical field of floor slab reinforcement, in particular to a floor slab reinforced building structure.

Background

The floor or wall column can generate different degrees of damage to the factory building or house with longer service time, and the reinforcement treatment is needed because the service life is not reached or the demolition reconstruction condition is not satisfied.

Publication number CN219261837U discloses a building structure is consolidated to floor, through setting up the connecting piece, makes the connection between arched girder and the built-in fitting more firm, through setting up support piece and adjusting the stand, through the method of using left and right sides screw thread adjusts support piece height, can make support piece even pressure is very big after contacting with the floor, still can adjust the size of holding power. In the utility model, although the arched girder can support the floor slab, the position close to the wallboard cannot be effectively supported, and the supporting range is not comprehensive.

Disclosure of utility model

The utility model aims to overcome the defects of the prior art and provide a floor slab reinforced building structure which can comprehensively support the floor slab and enhance the reinforcing effect.

The floor slab reinforced building structure comprises a reinforcing layer and a reinforcing mechanism, wherein the reinforcing layer is fixedly connected with a floor slab, two ends of the reinforcing mechanism are fixed on the side wall of a wall/beam, and a bearing plate is arranged between the reinforcing layer and the reinforcing mechanism;

The reinforcement mechanism comprises an arched girder, a support assembly and an embedded part, wherein the vault of the arched girder is abutted to the bearing plate, the bottom end of the support assembly is fixedly connected with the arched girder, the top end of the support assembly is fixedly connected with the bearing plate, and the two ends of the arched girder are fixed on the embedded part through the reinforcement assembly;

The support assembly comprises an arc-shaped plate, a connecting rod, a limiting plate and a telescopic rod, wherein the positions, close to the two ends, of the inner wall of the arc-shaped plate are fixedly connected with the connecting rod, the limiting plate is fixedly connected with the other end of the connecting rod, the telescopic rod is fixedly connected between the limiting plates, and a spring is sleeved on the telescopic rod.

Further, the supporting components are provided with a plurality of groups, and the supporting components are reduced from two ends of the arched girder to the middle in equal proportion.

Further, the arrangement area of the reinforcing layer and the arrangement area of the bearing plate are the same as the top area of the floor slab.

Further, the reinforcing layer comprises a plurality of carbon fiber cloth/carbon fiber plates, and the carbon fiber cloth/carbon fiber plates are strip-shaped and are distributed on the floor slab in a bidirectional equidistant manner.

Further, the reinforcement assembly comprises a 匚 -type limiting piece and a supporting piece, wherein the limiting piece is fixedly connected to the embedded piece, and the supporting piece is fixedly connected to the bottom surface of the limiting piece and the side wall of the embedded piece.

Further, the two ends of the arched girder are provided with inserting blocks which are integrally formed with the arched girder, the inserting blocks are matched with the limiting pieces, and the supporting pieces, the limiting pieces and the inserting block penetrating bolts.

Firstly, fixedly connecting the reinforcement layer to the floor slab, and fixedly connecting the reinforcement group to the embedded part; then, the supporting plate is abutted to the reinforcing layer, meanwhile, two ends of the arched girder are respectively connected to the limiting piece in a sliding and inserting mode, and the arched girder and the limiting piece are fastened and connected through the bolts. And finally, fixedly connecting the top end of the arc-shaped plate to the bearing plate to complete the integral reinforcement.

Compared with the prior art, the utility model has the beneficial effects that:

① Because set up the enhancement layer with reinforcing mechanism, fixed connection in the enhancement layer of floor can be right the floor carries out effective reinforcement, reinforcing mechanism can be right the spandrel board with the enhancement layer further bearing is to carrying out comprehensive support and reinforcement, has strengthened the holistic reinforcement effect of structure.

② Due to the fact that the supporting component is arranged, the arc-shaped plates fixed on the arched beams and the supporting plates can bend and strain according to deflection of the floor slab, the spring and the telescopic rod are adaptive to change, supporting rigidity is kept, self-adaptive adjustment can be achieved, supporting effect and service life of the structural body are improved, overhauling and maintenance frequency can be reduced, and service performance of the structure is improved.

③ Due to the fact that the reinforcing component is arranged, the limiting piece can limit the inserting block, the inserting block transversely slides into the limiting block to vertically limit the arched girder, the bolt penetrates through the supporting piece, the limiting piece and the inserting block to lock the arched girder, construction is convenient and fast, operation is time-saving and labor-saving, and construction operation efficiency can be improved.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

Fig. 1 is a schematic view of the overall structure of a building structure reinforced by a floor plate in this embodiment.

Fig. 2 is a schematic structural view of the building structure in the present embodiment in a completed state of the building structure reinforced by the floor.

Fig. 3 is a schematic structural view of a support assembly of the building structure reinforced by the floor plate in the present embodiment.

Fig. 4 is a schematic view of a telescopic rod structure of a building structure reinforced by a floor plate in this embodiment.

In the figure: 1. a reinforcing layer; 2. a reinforcement mechanism; 21. arched beams; 22. a support assembly; 221. an arc-shaped plate; 222. a connecting rod; 223. a limiting plate; 224. a telescopic rod; 225. a spring; 23. an embedded part; 3. a reinforcement assembly; 31. a limiting piece; 32. a support; 4. a floor slab; 5. a bearing plate; 6. wall/beams; 7. inserting blocks; 8. and (5) a bolt.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

This embodiment provides a building structure is consolidated to floor, as shown in fig. 1 and 2, including reinforcement layer 1 and strengthening mechanism 2, reinforcement layer 1 is pasted in floor 4 through the binder, and strengthening mechanism 2 supports reinforcement layer 1 and floor 4, sets up bearing board 5 between reinforcement layer 1 and the strengthening mechanism 2, makes reinforcement layer 1 and the laminating of floor 4 more firm, can shelter from reinforcement layer 1 simultaneously, promotes whole pleasing to the eye effect.

Specifically, both ends of the reinforcement mechanism 2 are fixed to the side walls of the wall/beam 6, and the reinforcement mechanism 2 is stably supported by the wall/beam 6. The reinforcement mechanism 2 comprises an arched beam 21, a supporting component 22 and an embedded part 23, wherein the arched beam 21 is an arched steel member, the vault of the arched beam is abutted to the bearing plate 5, and two ends of the arched beam 21 are fixed to the embedded part 23 through the reinforcement component 3. The bottom fixed connection of supporting component 22 is in arched girder 21, and the top fixed connection of supporting component 22 is in spandrel panel 5, can adapt to the deflection change of floor 4 with supporting component 22, can carry out effective bearing to floor 4 all the time. The side wall of the wall/beam 6 is provided with embedded parts 23, and the embedded parts 23 are implanted into the side wall of the wall/beam 6 in the form of planted bars. As shown in fig. 3 and 4, the supporting component 22 includes an arc 221, a connecting rod 222, a limiting plate 223 and a telescopic rod 224, the inner wall of the arc 221 is close to the two ends and fixedly connected with the connecting rod 222, the limiting plate 223 is fixedly connected with the other end of the connecting rod 222, the telescopic rod 224 is fixedly connected between the two limiting plates 223, when the arc 221 stretches and stretches, the two connecting rods 222 are close to each other, and the telescopic rod 224 is shortened. The telescopic rod 224 is sleeved with a spring 225, and after the spring 225 is installed, the spring is extruded under the limitation of two limiting plates 223, so that the two ends of the spring 225 are forced upwards and downwards, and the optimal jacking effect of the support assembly 22 is achieved. The supporting components 22 are arranged in a plurality of groups, the supporting components 22 are reduced from the two ends of the arched girder 21 to the middle in equal proportion, and the supporting components 22 which are arranged in equal distance support the bearing plates 5, so that the supporting effect of the whole structure on the floor slab 4 is enhanced.

The setting area of the reinforcing layer 1 and the setting area of the bearing plate 5 are the same as the top area of the floor slab 4, so that the reinforcing layer 1 and the bearing plate carry out full-face coverage reinforcement on the floor slab 4, and the overall reinforcing effect is enhanced. Preferably, the reinforcing layer 1 comprises a plurality of carbon fiber cloth/carbon fiber plates, the carbon fiber cloth/carbon fiber plates are strip-shaped, and are distributed on the floor slab 4 in a bidirectional equidistant manner; after the bottom surface of the floor slab 4 is cleaned, leveling is carried out by using glue supplementing ash, and then the floor slab is coated with an adhesive, namely, the floor slab is adhered with carbon fiber cloth/carbon fiber board.

The reinforcement assembly 3 comprises a 匚 type limiting piece 31 and a supporting piece 32, wherein the limiting piece 31 is fixedly connected to the embedded piece 23, the limiting piece 31 is used for limiting and fixing two ends of the arched girder 21, the supporting piece 32 is manufactured by angle iron, the top surface of the supporting piece 32 is welded to the bottom surface of the limiting piece 31, and the outer side wall of the supporting piece 32 is welded to the side wall of the embedded piece 23, so that the supporting piece 32 effectively supports the limiting piece 31. The two ends of the arched girder 21 are provided with the insert blocks 7 which are integrally formed with the arched girder 21, the insert blocks 7 are matched with the limiting pieces 31, during assembly, the insert blocks 7 slide in from the openings of the limiting pieces 31, so that the arched girder 21 can be vertically locked, and then the bolts 8 penetrate through the supporting pieces 32, the limiting pieces 31 and the insert blocks 7 to transversely lock the arched girder 21, so that the integral structure reinforces the floor slab 4, and the adding effect is greatly improved.

The working principle of the floor slab reinforced building structure in the embodiment is as follows: firstly, fixedly connecting a reinforcing layer 1 to a floor slab 4, and fixedly connecting a reinforcing group to an embedded part 23; then, the bearing plate 5 is abutted to the reinforcing layer 1, and meanwhile, the two ends of the arched girder 21 are respectively in sliding connection with the limiting piece 31, and the arched girder 21 and the limiting piece 31 are in fastening connection through the bolts 8. Finally, the top end of the arc plate 221 is fixedly connected to the supporting plate 5, so that the whole reinforcement can be completed.

In the floor reinforcing building structure of this embodiment, owing to set up reinforcement layer 1 and strengthening mechanism 2, fixed connection can carry out effective reinforcement to floor 4 in the reinforcement layer 1 of floor 4, and strengthening mechanism 2 can be to the further bearing of bearing board 5 and reinforcement layer 1 to carry out comprehensive support and reinforcement to floor 4, strengthened the holistic reinforcement effect of structure. Due to the arrangement of the supporting component 22, the arc-shaped plate 221 fixed on the arched girder 21 and the bearing plate 5 can make bending strain according to deflection of the floor slab 4, and the spring 225 and the telescopic rod 224 are adaptively changed, so that the supporting rigidity is maintained, and meanwhile, the self-adaptive adjustment can be realized, the supporting effect and the service life of the structural body are enhanced, the overhaul and maintenance frequency can be reduced, and the service performance of the structure is enhanced. Owing to set up reinforcement assembly 3, can carry out spacingly to inserting block 7 at locating part 31, transversely slide into the stopper with inserting block 7 and can carry out vertical spacing to arched girder 21, run through support piece 32, locating part 31 and inserting block 7 with bolt 8 and can lock arched girder 21, construction convenient and fast, the operation is laborsaving in time-saving, can improve construction work efficiency.

In the description of the present utility model, it should be understood that the terms "longitudinal," "transverse," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," etc. indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the utility model, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the utility model.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (6)

1. A floor reinforced building structure, characterized in that:

The reinforced floor slab comprises a reinforced layer (1) and a reinforced mechanism (2), wherein the reinforced layer (1) is fixedly connected with a floor slab (4), two ends of the reinforced mechanism (2) are fixed on the side wall of a wall/beam (6), and a bearing plate (5) is arranged between the reinforced layer (1) and the reinforced mechanism (2);

The reinforcement mechanism (2) comprises an arched girder (21), a supporting component (22) and an embedded part (23), wherein the vault of the arched girder (21) is abutted to the bearing plate (5), the bottom end of the supporting component (22) is fixedly connected with the arched girder (21), the top end of the supporting component (22) is fixedly connected with the bearing plate (5), and the two ends of the arched girder (21) are fixed to the embedded part (23) through the reinforcement component (3);

The support assembly (22) comprises an arc-shaped plate (221), a connecting rod (222), limiting plates (223) and telescopic rods (224), wherein the positions, close to two ends, of the inner wall of the arc-shaped plate (221) are fixedly connected with the connecting rod (222), the limiting plates (223) are fixedly connected to the other ends of the connecting rod (222), the telescopic rods (224) are fixedly connected between the limiting plates (223), and springs (225) are sleeved on the telescopic rods (224).

2. The floor-reinforced building structure of claim 1, wherein:

the supporting components (22) are arranged in a plurality of groups, and the supporting components (22) are reduced from two ends of the arched girder (21) to the middle in equal proportion.

3. The floor-reinforced building structure of claim 1, wherein:

The arrangement area of the reinforcing layer (1) and the arrangement area of the bearing plate (5) are the same as the top area of the floor slab (4).

4. A floor reinforced building structure according to claim 3 wherein:

The reinforcing layer (1) comprises a plurality of carbon fiber cloth/carbon fiber plates, wherein the carbon fiber cloth/carbon fiber plates are strip-shaped and are distributed in the floor slab (4) in a bidirectional equidistant manner.

5. The floor-reinforced building structure of claim 1, wherein:

The reinforcing component (3) comprises a 匚 -type limiting part (31) and a supporting part (32), wherein the limiting part (31) is fixedly connected with the embedded part (23), and the supporting part (32) is fixedly connected with the bottom surface of the limiting part (31) and the side wall of the embedded part (23).

6. The floor-reinforced building structure of claim 5, wherein:

the two ends of the arched girder (21) are provided with inserting blocks (7) which are integrally formed with the arched girder, the inserting blocks (7) are matched with the limiting pieces (31), and the supporting pieces (32) are connected with the limiting pieces (31) and the inserting blocks (7) through bolts (8).