CN215759823U

CN215759823U - Back building partition wall, constructional column and bearing wall's drawknot structure

Info

Publication number: CN215759823U
Application number: CN202122055203.9U
Authority: CN
Inventors: 孙海
Original assignee: Shanghai Yangpu Architectural Design Co ltd
Current assignee: Shanghai Yangpu Architectural Design Co ltd
Priority date: 2021-08-28
Filing date: 2021-08-28
Publication date: 2022-02-08
Anticipated expiration: 2031-08-28

Abstract

The application discloses back building partition wall and constructional column, bearing wall's drawknot structure relates to building reinforcement technical field, improves the relatively poor problem of stability between back building partition wall and constructional column and the bearing wall, including the constructional column, the both sides of constructional column all are provided with the bearing wall, the other both sides of constructional column all are provided with the partition wall, the fixed surface of bearing wall installs first gusset plate. This application is when the installation uses, can remove first movable plate and second movable plate earlier, and suitable position is adjusted to under the cooperation of first guide rail, first slider, second slider and second guide rail to first movable plate and second movable plate, later through the fixing bolt of threaded connection between first screw hole and second screw hole, with first movable plate and second movable plate respectively with first gusset plate and second gusset plate reciprocal anchorage, later through locking bolt with first gusset plate and bearing wall reciprocal anchorage, second gusset plate and partition wall reciprocal anchorage.

Description

Back building partition wall, constructional column and bearing wall's drawknot structure

Technical Field

The utility model belongs to the technical field of the building reinforcement technique and specifically relates to a back masonry partition wall and constructional column, bearing wall's drawknot structure is related to.

Background

At present along with the continuous development of social economy, the building is built and is used in a large number, and in most building structures, the firm degree of wall body is good or bad, and the direct relation is to the whole firm degree of building, and in some present building structures, because do not have reinforced concrete to link up between back masonry partition wall and constructional column and the bearing wall, lead to behind masonry partition wall and constructional column and the stability between the bearing wall is relatively poor, has certain potential safety hazard in the later stage use, so can't satisfy the prior art needs.

SUMMERY OF THE UTILITY MODEL

In order to improve the relatively poor problem of stability between back masonry partition wall and constructional column and the bearing wall, this application provides a back masonry partition wall and constructional column, bearing wall's drawknot structure.

The application provides a back masonry partition wall and constructional column, bearing wall's drawknot structure adopts following technical scheme:

a tie structure of a rear partition wall, a constructional column and a bearing wall comprises the constructional column, wherein the bearing wall is arranged on each of two sides of the constructional column, and partition walls are arranged on the other two sides of the constructional column;

the outer surface of the bearing wall is fixedly provided with a first reinforcing plate, the outer surface of the first reinforcing plate is fixedly connected with a first guide rail, the inside of the first guide rail is connected with a first slide block in a sliding manner, one side of the first slide block is fixedly provided with a first movable plate, one side of the first movable plate is fixedly connected with a lacing bar, one end, far away from the first movable plate, of the lacing bar is fixedly connected with a second movable plate, two sides of the second movable plate are respectively and fixedly provided with a second slide block, the outer surface of the second slide block is connected with a second guide rail in a sliding manner, one side of the second guide rail is fixedly connected with a second reinforcing plate, the second reinforcing plate is fixedly connected with a partition wall, the inside of the first movable plate and the inside of the second movable plate are respectively provided with a first threaded hole, and the inside of the first reinforcing plate and the second reinforcing plate are respectively provided with a second threaded hole corresponding to the first threaded hole, and a fixing bolt is connected between the first threaded hole and the second threaded hole in a threaded manner.

By adopting the technical scheme, when the movable type wall partition plate is installed and used, the first movable plate and the second movable plate can be moved firstly, the first movable plate and the second movable plate are adjusted to proper positions under the matching of the first guide rail, the first sliding block, the second sliding block and the second guide rail, then the first movable plate and the second movable plate are fixed with the first reinforcing plate and the second reinforcing plate respectively through the fixing bolts in threaded connection between the first threaded holes and the second threaded holes, then the first reinforcing plate and the bearing wall are fixed with each other through the locking bolts, and the second reinforcing plate and the partition wall are fixed with each other.

Optionally, the inside of partition wall is provided with the level muscle, one side fixedly connected with vertical muscle of level muscle.

Through adopting above-mentioned technical scheme, horizontal muscle and vertical muscle can strengthen the intensity of partition wall self, improve the stability of partition wall.

Optionally, both sides of partition wall all are provided with the back up coat, the material of back up coat is carbon cloth.

Through adopting above-mentioned technical scheme, the atress performance of partition wall can be improved to the back up coat, reduces the crack of partition wall.

Optionally, a plurality of angle steel plates are arranged between the bearing wall and the partition wall, a through bolt is arranged between two corresponding angle steel plates, and the through bolts penetrate through the bearing wall or the partition wall respectively.

Through adopting above-mentioned technical scheme, angle steel board can make constructional column, bearing wall and partition wall reciprocal anchorage form a stable whole, increases stability.

Optionally, the top of the first reinforcing plate and the top of the second reinforcing plate are fixedly connected with clamping blocks, and clamping grooves matched with the clamping blocks are formed in the first reinforcing plate and the second reinforcing plate.

By adopting the technical scheme, the clamping blocks and the clamping grooves are convenient for assembling different tie structure members for use, so that the reinforcing performance of the wall body is enhanced, and the expansibility of the structure members is increased.

In summary, the present application includes at least one of the following benefits:

this application is when installation uses, can remove first movable plate and second movable plate earlier, first movable plate and second movable plate adjust suitable position under the cooperation of first guide rail, first slider, second slider and second guide rail, later through the fixing bolt of threaded connection between first screw hole and second screw hole, with first movable plate and second movable plate respectively with first gusset plate and second gusset plate reciprocal anchorage, later through locking bolt with first gusset plate and bearing wall reciprocal anchorage, second gusset plate and partition wall reciprocal anchorage, and easy operation, it is compatible strong.

Drawings

FIG. 1 is a schematic top cross-sectional view of the present invention;

FIG. 2 is a schematic structural view of a first reinforcing plate embodying the present invention;

FIG. 3 is a schematic structural view of a second reinforcing plate embodying the present invention;

fig. 4 is a schematic cross-sectional structure diagram of a fixture block and a fixture groove according to the present invention.

Description of reference numerals: 1. constructing a column; 2. a load-bearing wall; 3. a partition wall; 4. a first reinforcing plate; 5. a first guide rail; 6. a first slider; 7. a first moving plate; 8. stretching the ribs; 9. a second moving plate; 10. a second slider; 11. a second guide rail; 12. a second reinforcing plate; 13. a first threaded hole; 14. a second threaded hole; 15. horizontal ribs; 16. vertical ribs; 17. a reinforcement layer; 18. angle steel plates; 19. a clamping block; 20. a clamping groove.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

Referring to fig. 1-3, a back-built partition wall, a constructional column and a bearing wall tie structure comprises a constructional column 1, wherein the bearing wall 2 is connected to two sides of the constructional column 1, the partition wall 3 is arranged on the other two sides of the constructional column 1, a horizontal rib 15 is arranged inside the partition wall 3, a vertical rib 16 is fixedly connected to one side of the horizontal rib 15, the horizontal rib 15 and the vertical rib 16 can enhance the strength of the partition wall 3 and improve the stability of the partition wall 3, reinforcing layers 17 are arranged on two sides of the partition wall 3, the reinforcing layers 17 are made of carbon fiber cloth, the carbon fiber cloth is adhered to the surface of concrete by using special structural adhesive to form a composite structure, the composite structure has the functions of reinforcing components or structures and improving the stress performance, the reinforcing layers 17 can reduce the original structural stress and reduce the cracks of the partition wall 3, a plurality of angle steel plates 18 are arranged between the

bearing walls

2 and 3, the angle steel plates 18 can enable the constructional column 1, the bearing wall 2 and the partition wall 3 to be fixed with each other to form a stable whole, and stability is improved.

Referring to fig. 1-3, a first reinforcing plate 4 is fixedly installed on an outer surface of a bearing wall 2, the bearing wall 2 is fixedly connected with the first reinforcing plate 4 by means of a locking bolt, the disassembly and assembly of a worker are facilitated by the fixing connection of the locking bolt, a first guide rail 5 is fixedly connected to the outer surface of the first reinforcing plate 4, a first moving plate 7 is slidably connected to the inside of the first guide rail 5, first sliders 6 are fixedly connected to both sides of the first moving plate 7, one sides of the two first sliders 6, which are respectively far away from the first moving plate 7, are abutted against the first guide rail 5, so that the first moving plate 7 can slide on the first guide rail 5, the first guide rail 5 and the first sliders 6 can make the first moving plate 7 more stable during movement, a tie bar 8 is fixedly connected to one side of the first moving plate 7, and the first moving plate 7 is connected with the tie bar 8 by means of welding, one end of the tie rib 8, which is far away from the first moving plate 7, is fixedly connected with a second moving plate 9, the tie rib 8 is connected with the second moving plate 9 in a welding mode, second sliders 10 are fixedly mounted on two sides of the second moving plate 9, a second reinforcing plate 12 is fixedly mounted on the outer surface of the partition wall 3, the partition wall 3 and the second reinforcing plate 12 are fixedly connected in a locking bolt mode, and the locking bolt mode can facilitate the worker to detach and install. The outer surface of the second reinforcing plate 12 is fixedly connected with a second guide rail 11, and the two second sliders 10 are respectively abutted against the inner sides of the second guide rail 11, so that the second moving plate 9 is slidably connected in the second guide rail 11 through the second sliders 10.

Referring to fig. 1 to 3, the first movable plate 7 and the second movable plate 9 are both provided with a first threaded hole 13 therein, the first reinforcing plate 4 and the second reinforcing plate 12 are both provided with a second threaded hole 14 therein corresponding to the first threaded hole 13, and the first threaded hole 13 and the second threaded hole 14 are designed to facilitate a worker to fix the first movable plate 7 and the second movable plate 9 to the first reinforcing plate 4 and the second reinforcing plate 12 with bolts.

Referring to fig. 4, the tops of the first reinforcing plate 4 and the second reinforcing plate 12 are fixedly connected with a fixture block 19, the fixture block 19 is connected with the first reinforcing plate 4 and the second reinforcing plate 12 in a welding manner, a clamping groove 20 matched with the fixture block 19 is formed in the first reinforcing plate 4 and the second reinforcing plate 12, and the fixture block 19 and the clamping groove 20 facilitate assembly of different tie structure members for use, so that the reinforcing performance of a wall body is enhanced, and the expansibility of the tie structure members is increased.

The implementation principle of the application is as follows: through the design of the constructional column 1, the bearing wall 2, the partition wall 3, the first reinforcing plate 4, the first guide rail 5, the first slider 6, the first moving plate 7, the tie bar 8, the second moving plate 9, the second slider 10, the second guide rail 11, the second reinforcing plate 12, the first threaded hole 13 and the second threaded hole 14, when the combined type wall is installed and used, the first moving plate 7 and the second moving plate 9 can be moved firstly, the first moving plate 7 and the second moving plate 9 are adjusted to proper positions under the matching of the first guide rail 5, the first slider 6, the second slider 10 and the second guide rail 11, then the first moving plate 7 and the second moving plate 9 are fixed with the first reinforcing plate 4 and the second reinforcing plate 12 through the fixing bolts in threaded connection between the first threaded hole 13 and the second threaded hole 14, the first reinforcing plate 4 and the bearing wall 2 are fixed with each other through the locking bolts, and the second reinforcing plate 12 and the partition wall 3 are fixed with each other, thereby the relatively poor problem of stability between back masonry partition wall 3 and constructional column 1 and bearing wall 2 has been solved.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a back building partition wall and constructional column, drawknot structure of bearing wall, includes constructional column (1), its characterized in that: bearing walls (2) are arranged on two sides of the constructional column (1), and partition walls (3) are arranged on the other two sides of the constructional column (1);

the outer surface of the bearing wall (2) is fixedly provided with a first reinforcing plate (4), the outer surface of the first reinforcing plate (4) is fixedly connected with a first guide rail (5), the inner part of the first guide rail (5) is slidably connected with a first slider (6), one side of the first slider (6) is fixedly provided with a first movable plate (7), one side of the first movable plate (7) is fixedly connected with a tie bar (8), one end, far away from the first movable plate (7), of the tie bar (8) is fixedly connected with a second movable plate (9), two sides of the second movable plate (9) are both fixedly provided with second sliders (10), the outer surface of each second slider (10) is slidably connected with a second guide rail (11), one side of each second guide rail (11) is fixedly connected with a second reinforcing plate (12), and each second reinforcing plate (12) is fixedly connected with the partition wall (3), first threaded holes (13) are formed in the first moving plate (7) and the second moving plate (9), second threaded holes (14) corresponding to the first threaded holes (13) are formed in the first reinforcing plate (4) and the second reinforcing plate (12), and fixing bolts are connected between the first threaded holes (13) and the second threaded holes (14) in a threaded mode.

2. A lashing structure for a rear partition wall, a construction column and a load-bearing wall according to claim 1, wherein: the partition wall is characterized in that horizontal ribs (15) are arranged inside the partition wall (3), and vertical ribs (16) are fixedly connected to one sides of the horizontal ribs (15).

3. A lashing structure for a rear partition wall, a construction column and a load-bearing wall according to claim 2, wherein: both sides of partition wall (3) all are provided with back up coat (17), the material of back up coat (17) is carbon cloth.

4. A lashing structure for a rear partition wall, a construction column and a load-bearing wall according to claim 1, wherein: the bearing wall (2) and be provided with a plurality of angle steel plates (18) between partition wall (3), be provided with between two corresponding angle steel plates (18) and to wearing the bolt, many to wearing the bolt and run through respectively in the inside of bearing wall (2) or partition wall (3).

5. A lashing structure for a rear partition wall, a construction column and a load-bearing wall according to claim 1, wherein: the top of first gusset plate (4) and second gusset plate (12) is equal fixedly connected with fixture block (19), draw-in groove (20) with fixture block (19) looks adaptation are all seted up to the inside of first gusset plate (4) and second gusset plate (12).