CN211816400U

CN211816400U - Pre-buried anti-shear force reinforced structure of construction

Info

Publication number: CN211816400U
Application number: CN201921925377.2U
Authority: CN
Inventors: 不公告发明人
Original assignee: Guangdong Zhongzheng Construction Co ltd
Current assignee: Guangdong Zhongzheng Construction Co ltd
Priority date: 2019-11-10
Filing date: 2019-11-10
Publication date: 2020-10-30
Anticipated expiration: 2029-11-10

Abstract

The utility model relates to the technical field of building, in particular to a pre-buried shearing resistance reinforcing structure for building construction, which comprises a metal pipe, wherein a reinforcing layer is adhered on the outer layer of the metal pipe, a rubber layer is annularly adhered on the outer layer of the reinforcing layer, a plurality of first through holes are arranged on the rubber layer, a plurality of longitudinal rows of first fixed blocks are welded on the outer layer of the reinforcing layer, a plurality of first fixed blocks in the same row are arranged, two rows of the first fixed blocks are in one group, the first fixed blocks are all positioned in the corresponding first through holes, springs are welded on the other ends of the first fixed blocks, second fixed blocks are welded on the other ends of the springs, an arc-shaped plate is welded between the other ends of the second fixed blocks in the same group, two second through holes are arranged on one side surface of a plurality of the arc-shaped plates, a plurality of fixed rods are welded on the surface, the slider is placed in the spout all to slide, the utility model discloses, the effect of anti-shear force has.

Description

Pre-buried anti-shear force reinforced structure of construction

Technical Field

The utility model relates to a building technical field especially relates to a pre-buried shearing resistance reinforced structure of construction.

Background

Support column structures used in places such as underground parking lots need to have high strength, can bear large pressure and shearing force, and are not easy to damage. The force which causes the object to generate shearing deformation is called shearing force, and the existing building construction embedded reinforcing structure does not have shearing resistance.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the shortcoming that exists among the prior art, and the pre-buried anti-shear force reinforced structure of a building construction who proposes.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

designing a pre-buried anti-shearing force reinforced structure of building construction, comprising a metal pipe, wherein a reinforcing layer is adhered on the outer layer of the metal pipe, a rubber layer is adhered on the outer layer of the reinforcing layer in an annular manner, a plurality of first through holes are formed in the rubber layer, a plurality of longitudinal rows of first fixed blocks are welded on the outer layer of the reinforcing layer, a plurality of first fixed blocks in the same row are welded on the outer layer of the reinforcing layer, two rows of the first fixed blocks are in one group, the first fixed blocks in the same group are all positioned in the corresponding first through holes, springs are welded on the other ends of the first fixed blocks in the same group, second fixed blocks are welded on the other ends of the springs in the same group, an arc-shaped plate is welded between the other ends of the second fixed blocks in the same group, rubber strips are adhered on two sides of the arc-shaped plates, two second through holes are formed in one side, a plurality of the dead lever all passes the second through-hole that corresponds, the spout has all been seted up to the dead lever upper surface, the slider has all been placed in the spout in the equal slip.

Preferably, the reinforcing layer comprises a first metal mesh layer, a plurality of connecting rods are welded on the outer layer of the first metal mesh layer in an annular mode, and a second metal mesh layer is connected between the other ends of the connecting rods.

Preferably, a plurality of reinforcing ribs are clamped between the first metal mesh layer and the second metal mesh layer.

Preferably, concrete is filled between the first metal mesh layer and the second metal mesh layer.

Preferably, the other ends of the sliding blocks are welded on the inner walls of the corresponding second through holes.

The utility model provides a pair of pre-buried shearing resistance reinforcing structure of construction, beneficial effect lies in:

1. the outer layer of the metal pipe is provided with the reinforcing layer, so that the function of assisting the metal pipe in resisting pressure can be achieved, and the hardness strength of the metal pipe can be enhanced.

2. The arc plate and the reinforcing layer are connected through the spring, a large buffering effect can be achieved, the shearing force after impact is reduced, meanwhile, the rubber layer is stuck to the outer ring of the reinforcing layer, the rubber layer also has a certain elastic effect, and the rubber layer can be matched with the spring to achieve a good effect.

Drawings

Fig. 1 is a schematic structural view of a pre-buried anti-shearing force reinforcing structure for building construction provided by the utility model;

fig. 2 is a schematic top view of the structure of fig. 1 according to the present invention;

fig. 3 is a schematic cross-sectional structure view of the reinforcing layer according to the present invention.

In the figure: the concrete reinforcing structure comprises a metal pipe 1, a reinforcing layer 2, a first metal mesh layer 3, a connecting rod 4, a second metal mesh layer 5, a reinforcing rib 6, concrete 7, a rubber layer 8, a first through hole 9, a first fixing block 10, a spring 11, a second fixing block 12, an arc-shaped plate 13, a rubber strip 14, a second through hole 15, a fixing rod 16, a sliding groove 17 and a sliding block 18.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

Referring to fig. 1-3, a pre-buried shearing resistance reinforcing structure of building construction, including a metal pipe 1, a reinforcing layer 2 is bonded on the outer layer of the metal pipe 1, the reinforcing layer 2 includes a first metal mesh layer 3, in order to make the fixity better, it can be fixed once again between the first metal mesh layer 3 and the metal pipe 1 by screw nail, a plurality of connecting rods 4 are welded on the outer layer of the first metal mesh layer 3 in a ring shape, a second metal mesh layer 5 is connected between the other ends of the connecting rods 4, a plurality of reinforcing ribs 6 are clamped and placed between the first metal mesh layer 3 and the second metal mesh layer 5, concrete 7 is filled between the first metal mesh layer 3 and the second metal mesh layer 5, a reinforcing layer 2 is added on the outer layer of the metal pipe 1, which can play a role of assisting the compression resistance of the metal pipe 1, the reinforcing layer 2 mainly adds the reinforcing ribs 6 and the concrete 7 on the first, the hardness strength of the metal pipe 1 can be increased.

The outer layer of the reinforcing layer 2 is annularly adhered with a rubber layer 8, the rubber layer 8 is provided with a plurality of first through holes 9, the outer layer of the reinforcing layer 2 is welded with a plurality of longitudinal rows of first fixed blocks 10, the number of the first fixed blocks 10 in the same row is a plurality of, two rows of the first fixed blocks 10 are in a group, the first fixed blocks 10 in the same group are all positioned in the corresponding first through holes 9, the other ends of the first fixed blocks 10 in the same group are all welded with springs 11, the other ends of the springs 11 in the same group are all welded with second fixed blocks 12, arc-shaped plates 13 are all welded between the other ends of the second fixed blocks 12 in the same group, rubber strips 14 are adhered to two sides of the arc-shaped plates 13, the arc-shaped plates 13 and the rubber strips 14 form an annular cylinder wrapping the metal pipe 1, the rubber strips 14 are mutually abutted between the arc-shaped plates 13, the friction force between the arc, when receiving the striking and producing the shearing force, can strike into arc 13 earlier, be connected through spring 11 between arc 13 and the enhancement layer 2 and can play very big cushioning effect, reduce the shearing force after the striking, 2 outer rings of enhancement layer have glued rubber layer 8 simultaneously, and rubber layer 8 also has certain elastic action, can play fine effect with spring 11 phase-match.

Two second through holes 15 have all been seted up on a plurality of arc 13 side surface, 2 surperficial all welds in enhancement layer have a plurality of dead lever 16, a plurality of dead lever 16 all passes corresponding second through hole 15, spout 17 has all been seted up on dead lever 16 upper surface, slider 18 has all been placed in the equal slip of spout 17, the other end of slider 18 all welds on the 15 inner walls of second through hole that correspond, dead lever 16 can play certain fixed stay's effect to arc 13, slide through arc 13 below welded slider 18 and be fixed in the spout 17 of dead lever 16, when can making arc 13 by the striking, can sliding movement.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. The building construction pre-buried shear resistance reinforcing structure comprises a metal pipe (1) and is characterized in that a reinforcing layer (2) is bonded on the outer layer of the metal pipe (1), a rubber layer (8) is bonded on the outer layer of the reinforcing layer (2) in an annular mode, a plurality of first through holes (9) are formed in the rubber layer (8), a plurality of longitudinal rows of first fixing blocks (10) are welded on the outer layer of the reinforcing layer (2), a plurality of first fixing blocks (10) in the same row are arranged, the two rows of the first fixing blocks (10) in the same group are in one group, the first fixing blocks (10) in the same group are all located in the corresponding first through holes (9), springs (11) are welded on the other ends of the first fixing blocks (10) in the same group, second fixing blocks (12) are welded on the other ends of the springs (11) in the same group, arc-shaped plates (13) are welded between the other ends of the second fixing blocks, a plurality of rubber strip (14), a plurality of have all been stained with to arc (13) both sides two second through-holes (15) have all been seted up on arc (13) a side surface, enhancement layer (2) surface all welds has a plurality of dead lever (16), a plurality of dead lever (16) all pass corresponding second through-hole (15), spout (17) have all been seted up on dead lever (16) upper surface, slider (18) have all been placed in equal slip in spout (17).

2. The pre-buried shear force reinforcement structure for building construction according to claim 1, wherein the reinforcing layer (2) comprises a first metal mesh layer (3), a plurality of connecting rods (4) are welded to the outer layer of the first metal mesh layer (3) in an annular mode, and a second metal mesh layer (5) is connected between the other ends of the connecting rods (4).

3. The pre-buried shear strength reinforcement structure for building construction according to claim 2, wherein a plurality of reinforcing ribs (6) are clamped between the first metal mesh layer (3) and the second metal mesh layer (5).

4. The pre-buried shear force reinforcement structure for building construction according to claim 2, wherein concrete (7) is filled between the first metal mesh layer (3) and the second metal mesh layer (5).

5. The pre-buried shear strength reinforced structure of building construction according to claim 1, characterized in that the other ends of the sliding blocks (18) are welded on the inner walls of the corresponding second through holes (15).