CN218479590U

CN218479590U - Existing brickwork building overcoat prefabricated construction reinforced structure that combats earthquake

Info

Publication number: CN218479590U
Application number: CN202222114369.8U
Authority: CN
Inventors: 林标太; 谢殿伟; 王舒东
Original assignee: Nanchang Economic And Technological Development Zone Planning And Architectural Design Institute Co ltd
Current assignee: Nanchang Economic And Technological Development Zone Planning And Architectural Design Institute Co ltd
Priority date: 2022-08-10
Filing date: 2022-08-10
Publication date: 2023-02-14
Anticipated expiration: 2032-08-10

Abstract

The utility model discloses an existing brickwork building coat prefabricated construction antidetonation reinforced structure, including lagging, crossbeam, wallboard and cardboard, be provided with the bar board in the middle of the lagging inner chamber, the crossbeam symmetry sets up in the bar board left and right sides, lagging left and right sides top symmetry is provided with the swash plate, the swash plate is provided with first fixed plate with one side that the lagging carried on the back mutually, the symmetry is provided with first gim peg around the first fixed plate top, first gim peg tail end runs through first fixed plate and crossbeam threaded connection, the wallboard sets up in the one side that the bar board was kept away from to the crossbeam bottom, crossbeam top one side symmetry is provided with first bolt, just first bolt tail end runs through crossbeam and wallboard threaded connection, just the wallboard equidistance is provided with a plurality ofly, to this antidetonation reinforced structure, installs it additional in the building outer wall and play the antidetonation reinforcing effect to be convenient for carry out the dismouting to each part in the structure, thereby can in time maintain and change.

Description

Existing brickwork building overcoat prefabricated construction reinforced structure that combats earthquake

Technical Field

The utility model relates to a building antidetonation reinforced structure technical field particularly, relates to an existing brickwork building overcoat prefabricated construction antidetonation reinforced structure.

Background

Along with the improvement of social production and living standard, the defense level facing the seismic improvement of a large-area and wide-range old buildings in cities becomes a weak link of city life line engineering, the potential hazard of seismic safety exists, seismic reinforcement improvement needs to be carried out, and a prefabricated structure is used as a green civilization technology with higher industrialization degree and is used more in newly-built engineering.

In the prior art, the outer sleeve prefabricated structure is not easy to disassemble after being installed, and when parts in the structure are damaged, the parts cannot be maintained or replaced.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the problem in the correlation technique, the utility model provides an existing brickwork building overcoat prefabricated construction reinforced structure that combats earthquake to overcome the above-mentioned technical problem that current correlation technique exists.

Therefore, the utility model discloses a specific technical scheme as follows:

the utility model provides an existing brickwork building coat prefabricated construction antidetonation reinforced structure, includes lagging, crossbeam, wallboard and cardboard, be provided with the bar board in the middle of the lagging inner chamber, the crossbeam symmetry sets up in the bar board left and right sides, lagging left and right sides top symmetry is provided with the swash plate, the swash plate is provided with first fixed plate with one side that the lagging was carried on the back mutually, the symmetry is provided with first gim peg around the first fixed plate top, first gim peg tail end runs through first fixed plate and crossbeam threaded connection, the wallboard sets up in one side that the bar board was kept away from to the crossbeam bottom, crossbeam top one side symmetry is provided with first bolt, just first bolt tail end runs through crossbeam and wallboard threaded connection, just wallboard equidistance is provided with a plurality ofly, controls two the draw-in groove has been seted up to the one side longitudinal symmetry that the wallboard carried on the back mutually, the cardboard sets up two adjacent from top to bottom in the draw-in groove, cardboard one side four corners is provided with the second bolt, second bolt tail end runs through cardboard and wallboard threaded connection, wallboard front side equidistance is provided with the round bar, the round hole that blocks with the round bar is seted up to the wallboard rear side.

Preferably, the bottom of one side of the wallboard below is provided with a filling plate which is fitted in the clamping groove, and the bottom of one side of the filling plate is provided with a square plate.

Preferably, the top of the square plate is hinged with a second fixing plate, second fixing bolts are symmetrically arranged on one side of the second fixing plate in the front-back direction, and the tail ends of the second fixing bolts penetrate through the second fixing plate and are in threaded connection with the wall plate.

Preferably, a stabilizing groove is formed in the bottom of one side, close to the strip-shaped plate, of the cross beam, a first reinforcing plate and a second reinforcing plate are arranged in the stabilizing groove, the second reinforcing plate is symmetrically arranged on the upper side and the lower side of the first reinforcing plate, and the first reinforcing plate and the second reinforcing plate are connected with the strip-shaped plate.

Preferably, the first reinforcing plate and the second reinforcing plate are connected to form a cross-shaped structure.

Preferably, the left side and the right side in the sleeve plate are symmetrically provided with a sliding groove and a limiting groove respectively, the sliding groove is communicated with the bottom of the limiting groove, a sliding plate is arranged in the sliding groove, a limiting plate is arranged in the limiting groove, the upper side and the lower side of the sliding plate are connected with the limiting plate and the cross beam respectively, and the sliding plate and the limiting plate are connected to form a T-shaped structure.

The beneficial effects of the utility model are that:

1. to this antidetonation reinforced structure, install it additional in the building outer wall and play the antidetonation and consolidate the effect to be convenient for carry out the dismouting to each part in the structure, thereby maintenance and change that can be timely.

2. Through setting up infill panel, square board, first fixed plate and first fixed plate, increase the area of contact on structure and ground to additional strengthening's stability is through round bar and round hole, the stability of connecting between two adjacent wallboards around strengthening.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a schematic overall structure diagram of an existing masonry building jacket prefabricated structure earthquake-resistant reinforcing structure according to an embodiment of the present invention;

fig. 2 is a schematic view of the internal structure of an earthquake-resistant reinforcing structure of an existing masonry building jacket prefabricated structure according to an embodiment of the present invention;

fig. 3 is a schematic diagram of a strip plate of an existing masonry building jacket prefabricated structure earthquake-resistant reinforcing structure according to an embodiment of the present invention;

fig. 4 is an enlarged schematic view of a part a of an existing masonry building outer sleeve prefabricated structure earthquake-resistant reinforcing structure according to the embodiment of the utility model.

In the figure:

1. sheathing; 2. a cross beam; 3. a wallboard; 4. clamping a plate; 5. a strip plate; 6. a sloping plate; 7. a first fixing plate; 8. a first securing latch; 9. a first bolt; 10. a card slot; 11. a second bolt; 12. a round bar; 13. a circular hole; 14. a infill panel; 15. a square plate; 16. a second fixing plate; 17. a second securing latch; 18. a stabilizing slot; 19. a first reinforcing plate; 20. a second reinforcing plate; 21. a sliding groove; 22. a limiting groove; 23. a sliding plate; 24. and a limiting plate.

Detailed Description

For further explanation of the embodiments, the drawings are provided as part of the disclosure and serve primarily to illustrate the embodiments and, together with the description, to explain the principles of operation of the embodiments, and to provide further explanation of the invention and advantages thereof, it will be understood by those skilled in the art that various other embodiments and advantages of the invention are possible, and that elements in the drawings are not to scale and that like reference numerals are generally used to designate like elements.

According to the utility model discloses an embodiment provides an existing brickwork building overcoat prefabricated construction reinforced structure that combats earthquake.

Example one

As shown in figures 1-4, the earthquake-resistant reinforcing structure of the existing masonry building outer sleeve prefabricated structure according to the embodiment of the invention comprises a sleeve plate 1, a cross beam 2, wall plates 3 and a clamping plate 4, wherein a strip-shaped plate 5 is arranged in the middle of the inner cavity of the sleeve plate 1, the cross beam 2 is symmetrically arranged on the left side and the right side of the strip-shaped plate 5, inclined plates 6 are symmetrically arranged on the top of the left side and the right side of the sleeve plate 1, a first fixing plate 7 is arranged on one side of the inclined plates 6 opposite to the sleeve plate 1, first fixing bolts 8 are symmetrically arranged on the front side and the back side of the top of the first fixing plate 7, the tail ends of the first fixing bolts 8 penetrate through the first fixing plate 7 and are in threaded connection with the cross beam 2, the wall plates 3 are arranged on one side of the bottom of the cross beam 2 away from the strip-shaped plate 5, first bolts 9 are symmetrically arranged on one side of the top of the cross beam 2, the tail ends of the first bolts 9 penetrate through the cross beam 2 and are in threaded connection with the wall plates 3, and a plurality of the wall plates 3 are arranged at equal intervals, the wall plate comprises two wall plates 3 which are opposite to each other and are arranged on the left and right, clamping grooves 10 are symmetrically arranged on the left and right, the clamping plates 4 are arranged in two vertically adjacent clamping grooves 10, second bolts 11 are arranged at four corners of one side of each clamping plate 4, tail ends of the second bolts 11 penetrate through the clamping plates 4 to be in threaded connection with the wall plates 3, round rods 12 are arranged on the front sides of the wall plates 3 at equal intervals, round holes 13 clamped with the round rods 12 are arranged on the rear sides of the wall plates 3 at equal intervals, filling plates 14 are arranged at the bottoms of one sides of the wall plates 3 below, the filling plates 14 are clamped in the clamping grooves 10, square plates 15 are arranged at the bottoms of one sides of the filling plates 14, second fixing plates 16 are hinged to the tops of the square plates 15, second fixing bolts 17 are symmetrically arranged on the front and back of one side of the second fixing plates 16, and tail ends of the second fixing bolts 17 penetrate through the second fixing plates 16 to be in threaded connection with the wall plates 3, the filling plate 14 is arranged in the clamping groove 10 at the bottom of the lower wall plate 3, the second fixing plate 16 is turned to be attached to the wall plate 3, and the second fixing bolt 17 is used for fixing the second fixing plate 16 to the wall plate 3.

Example two

As shown in figures 1-4, the earthquake-resistant strengthening structure of the existing masonry building jacket prefabricated structure according to the embodiment of the invention comprises a sleeve plate 1, a cross beam 2, wall plates 3 and a clamping plate 4, wherein the middle of the inner cavity of the sleeve plate 1 is provided with a strip-shaped plate 5, the cross beam 2 is symmetrically arranged at the left side and the right side of the strip-shaped plate 5, the tops of the left side and the right side of the sleeve plate 1 are symmetrically provided with inclined plates 6, one side of each inclined plate 6 opposite to the sleeve plate 1 is provided with a first fixing plate 7, the tops of the first fixing plates 7 are symmetrically provided with first fixing bolts 8 from front to back, the tail ends of the first fixing bolts 8 penetrate through the first fixing plates 7 and are in threaded connection with the cross beam 2, the wall plates 3 are arranged at one side of the bottom of the cross beam 2 away from the strip-shaped plate 5, one side of the top of the cross beam 2 is symmetrically provided with first bolts 9, the tail ends of the first bolts 9 penetrate through the cross beam 2 and are in threaded connection with the wall plates 3, and the wall plates 3 are arranged at equal intervals, the wall plate comprises two wall plates 3 which are opposite to each other and are arranged on the left and right, clamping grooves 10 are symmetrically arranged on the left and right opposite sides of one side of each wall plate 3, the clamping plates 4 are arranged in the two clamping grooves 10 which are adjacent to each other up and down, second bolts 11 are arranged on four corners on one side of each clamping plate 4, the tail ends of the second bolts 11 penetrate through the clamping plates 4 to be in threaded connection with the wall plates 3, round rods 12 are arranged on the front sides of the wall plates 3 at equal intervals, round holes 13 which are clamped with the round rods 12 are arranged on the rear sides of the wall plates 3 at equal intervals, stabilizing grooves 18 are arranged at the bottoms of the sides, close to the strip-shaped plates 5, of the cross beams 2, first reinforcing plates 19 and second reinforcing plates 20 are arranged in the stabilizing grooves 18, the second reinforcing plates 20 are symmetrically arranged on the upper and lower sides of the first reinforcing plates 19, the first reinforcing plates 19 and the second reinforcing plates 20 are connected with the strip-shaped plates 5, and the first reinforcing plates 19 and the second reinforcing plates 20 are connected to form a cross-shaped structure, the first reinforcing plate 19 and the second reinforcing plate 20 restrict the cross member 2, and the cross member 2 is further stabilized.

EXAMPLE III

As shown in fig. 1-4, an existing masonry building outer casing prefabricated structure earthquake-resistant reinforcing structure according to an embodiment of the present invention comprises a sleeve plate 1, a cross beam 2, wall plates 3 and a clamping plate 4, wherein a strip-shaped plate 5 is disposed in the middle of an inner cavity of the sleeve plate 1, the cross beam 2 is symmetrically disposed on the left and right sides of the strip-shaped plate 5, inclined plates 6 are symmetrically disposed on the top of the left and right sides of the sleeve plate 1, a first fixing plate 7 is disposed on one side of the inclined plates 6 opposite to the sleeve plate 1, first fixing bolts 8 are symmetrically disposed on the front and back of the top of the first fixing plate 7, the tail ends of the first fixing bolts 8 penetrate through the first fixing plate 7 and are in threaded connection with the cross beam 2, the wall plates 3 are disposed on one side of the bottom of the cross beam 2 away from the strip-shaped plate 5, first bolts 9 are symmetrically disposed on one side of the top of the cross beam 2, and the tail ends of the first bolts 9 penetrate through the cross beam 2 and are in threaded connection with the wall plates 3, a plurality of the wall plates 3 are equidistantly disposed, two opposite sides of the wall plates 3, clamping grooves 10 are symmetrically disposed on the left and right sides of the wall plates, a plurality of the sliding plate 3, a plurality of the clamping plate 4 is disposed in two clamping plate 3, a limiting plate 23 is disposed in the sliding plate 12, a limiting groove, a limiting plate 21 is disposed in the sliding plate 21, a sliding plate 21 is disposed in the sliding plate 12, a sliding plate 12 is disposed in the sliding plate 3, a limiting groove, a sliding plate 21 is disposed in the sliding plate 21, a limiting groove 12 is disposed in the sliding plate 21, a sliding plate 21 is disposed in the sliding plate 12, a sliding plate 12 is disposed in the sliding plate 3, a sliding plate 21, the cross beam 2 is further restricted by the slide plate 23 and the restricting plate 24, and the cross beam 2 is further stabilized.

To sum up, with the aid of the above technical scheme of the utility model, this device is when using, highly set up the wallboard 3 of different quantity in the building outer wall according to the building, and set up crossbeam 2 in the building top, according to the width of building, adjust the interval between crossbeam 2 and the bar shaped plate 5 to unanimous with the building width, use first gim peg 8 to fix between first fixed plate 7 and the crossbeam 2, use first bolt 9 to fix crossbeam 2 and the wallboard 3 that is located the top, block 4 blocks cardboard two adjacent from top to bottom in draw-in groove 10, use second bolt 11 to fix cardboard 4 and wallboard 3, set up packing plate 14 in the draw-in groove 10 of 3 bottoms of wallboard that are located the below, upset second fixed plate 16 to laminating mutually with wallboard 3, use second gim peg 17 to fix second fixed plate 16 and wallboard 3.

The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. An existing brickwork building jacket prefabricated structure anti-seismic reinforcing structure comprises a sleeve plate (1), a cross beam (2), wallboards (3) and clamping boards (4), and is characterized in that a strip-shaped plate (5) is arranged in the middle of an inner cavity of the sleeve plate (1), the cross beam (2) is symmetrically arranged on the left side and the right side of the strip-shaped plate (5), inclined plates (6) are symmetrically arranged on the tops of the left side and the right side of the sleeve plate (1), a first fixing plate (7) is arranged on one side, back to back, of the sleeve plate (1), the first fixing plate (7) is symmetrically arranged on the front portion and the rear portion of the top of the first fixing plate (8), the tail ends of the first fixing bolts (8) penetrate through the first fixing plate (7) and are in threaded connection with the cross beam (2), the wallboards (3) are arranged on one side, away from the strip-shaped plate (5), one side, of the top of the cross beam (2) is symmetrically provided with first bolts (9), the tail ends of the first bolts (9) penetrate through the cross beam (2) and are in threaded connection with the wallboards (3), the wallboard (3) and the wallboard (3) is equidistantly arranged on one side, two sides, four corners of the first clamping boards (10) are symmetrically arranged on which are arranged in the adjacent, the four corners of the first clamping boards (4), and the second clamping boards (10) are arranged on the four sides, the four sides of the first clamping boards (10), the tail end of the second bolt (11) penetrates through the clamping plate (4) and is in threaded connection with the wall plate (3), round rods (12) are arranged on the front side of the wall plate (3) at equal intervals, and round holes (13) clamped with the round rods (12) are arranged on the rear side of the wall plate (3) at equal intervals.

2. An existing masonry building outer sleeve prefabricated structure earthquake-resistant reinforcing structure according to claim 1, characterized in that a filling plate (14) is arranged at the bottom of one side of the wall plate (3) below, the filling plate (14) is clamped in the clamping groove (10), and a square plate (15) is arranged at the bottom of one side of the filling plate (14).

3. An existing masonry building outer sleeve prefabricated structure earthquake-resistant reinforcing structure as claimed in claim 2, wherein the top of the square plate (15) is hinged with a second fixing plate (16), a second fixing bolt (17) is symmetrically arranged in front and back of one side of the second fixing plate (16), and the tail end of the second fixing bolt (17) penetrates through the second fixing plate (16) to be connected with the wall plate (3) in a threaded manner.

4. The structure of claim 1, wherein a stabilizing groove (18) is formed in the bottom of one side, close to the strip-shaped plate (5), of the beam (2), a first reinforcing plate (19) and a second reinforcing plate (20) are arranged in the stabilizing groove (18), the second reinforcing plate (20) is symmetrically arranged on the upper side and the lower side of the first reinforcing plate (19), and the first reinforcing plate (19) and the second reinforcing plate (20) are both connected with the strip-shaped plate (5).

5. An existing masonry building jacket precast structure antidetonation reinforced structure, according to claim 4, characterized in that, the first reinforced plate (19) and the second reinforced plate (20) are connected in a cross structure.

6. An existing masonry building outer sleeve prefabricated structure earthquake-resistant reinforcing structure according to claim 1, characterized in that the left side and the right side of the inner side of the sleeve plate (1) are symmetrically provided with a sliding groove (21) and a limiting groove (22) respectively, the sliding groove (21) is communicated with the bottom of the limiting groove (22), a sliding plate (23) is arranged in the sliding groove (21), a limiting plate (24) is arranged in the limiting groove (22), the upper side and the lower side of the sliding plate (23) are connected with the limiting plate (24) and the cross beam (2) respectively, and the sliding plate (23) is connected with the limiting plate (24) to form a T-shaped structure.