CN220813418U - Ring beam positioning mechanism die - Google Patents

Abstract

The application discloses a ring beam positioning mechanism die, which belongs to the field of constructional engineering and comprises a base for forming a pier main body, wherein a first forming groove is formed in the base, an auxiliary seat for forming the pier seat is arranged at the bottom of the base, a second forming groove is formed in the auxiliary seat, the first forming groove is communicated with the second forming groove, a support frame is arranged on the base, a first limiting plate is arranged on the base, a second limiting plate for limiting the movement of pier body steel bars is arranged on the support frame, a plurality of limiting holes are formed in the first limiting plate and the second limiting plate, and the limiting holes in the first limiting plate correspond to the limiting holes in the second limiting plate. The application has the effect of limiting the positions of the steel bars in the pier body.

Description

Ring beam positioning mechanism die

Technical Field

The application relates to the field of constructional engineering, in particular to a ring beam positioning mechanism die.

Background

A concrete buttress is a supporting structure constructed with concrete, and is generally constructed for supporting or fixing a road, railway, bridge, or other engineering structure. They consist of several concrete columns and beams connecting them, usually built on the foundation.

In order to improve the structural strength of the pier body, operators can preset steel bars in the mould and then pour the steel bars, and as the mould is not provided with a steel bar limiting structure, the steel bars can possibly deviate in the process of pouring concrete into the mould, and the steel bars cannot be poured according to the designated positions.

Disclosure of utility model

In order to limit the positions of steel bars in pier bodies, the application provides a ring beam positioning mechanism die.

The application provides a ring beam positioning mechanism die which adopts the following technical scheme:

The utility model provides a circle roof beam positioning mechanism mould, includes the base that is used for shaping pier main part, set up first shaping groove in the base, the base bottom is provided with the auxiliary seat that is used for shaping pier seat, set up the second shaping groove in the auxiliary seat, first shaping groove with the second shaping groove is linked together, be provided with the support frame on the base, be provided with first restriction board on the base, be provided with the second restriction board that is used for restricting pier body reinforcing bar and remove on the support frame, first restriction board with a plurality of restriction holes have all been seted up on the second restriction board, restriction hole on the first restriction board with on the second restriction board restriction hole is corresponding.

Through the technical scheme, an operator sequentially passes through the limiting holes on the second limiting plate and the first limiting plate, inserts the reinforcing steel bars into the first forming groove in the base and the second forming groove of the auxiliary seat after passing through the limiting holes, then pours the reinforcing steel bars into the first forming groove and the second forming groove, and the reinforcing steel bars cannot shift due to pushing of poured concrete under the limiting action of the limiting holes on the first limiting plate and the second limiting plate; the first limiting plate, the second limiting plate and the limiting holes are arranged to limit the positions of the inserted reinforcing steel bars, so that the positions of the inserted reinforcing steel bars are prevented from being deviated due to pushing of poured concrete.

Preferably, the base is provided with a limiting groove, and the first limiting plate is adapted to the limiting groove.

Through adopting above-mentioned technical scheme, operating personnel can be through the position of restriction groove restriction first restriction board, can demolish first restriction board from the restriction groove simultaneously to change restriction hole first restriction board that the position is different, adapt to the work of different pier bodies.

Preferably, the second limiting plate is slidably connected with the supporting frame.

By adopting the technical scheme, when an operator changes the first limiting plates with different limiting hole positions, the second limiting plates can be removed in a sliding manner, so that the purposes that the limiting holes on the first limiting plates correspond to the limiting holes on the second limiting plates are achieved.

Preferably, the base is provided with a reinforcing plate, and the base and the auxiliary seat are fixedly connected with the reinforcing plate.

Through adopting above-mentioned technical scheme, the reinforcing plate is used for improving the structural strength of base and auxiliary seat, prevents that it from leading to structural deformation because of the huge pressure of pouring concrete.

Preferably, a plurality of connecting holes for penetrating out the reinforcing steel bars are formed in the outer side wall of the base.

Through adopting above-mentioned technical scheme, the connecting hole is used for inserting the reinforcing bar of connecting the foundation base layer, makes the pier body after the shaping can be connected with the foundation through this reinforcing bar.

Preferably, the bottom of the auxiliary seat is provided with an extension seat for improving the length of the pier body.

Through adopting above-mentioned technical scheme, extension seat makes things convenient for operating personnel to adjust pier body length, can improve the shaping area of pier body bottom simultaneously, improves pier body stability.

Preferably, an arc surface is arranged at the joint of the base and the auxiliary seat.

Through adopting above-mentioned technical scheme, the cambered surface can prevent that concrete from forming the bubble when base and auxiliary seat internal shaping, makes things convenient for the reverse mould simultaneously.

Preferably, the first limiting plate is connected with the base through a bolt.

Through adopting above-mentioned technical scheme, the bolt can improve the stability of first limiting plate when pouring, makes things convenient for operating personnel to demolish the change to first limiting plate simultaneously.

Preferably, a forming block for forming the pre-stress hole on the pier body is arranged on the side wall, close to the base, of the first limiting plate.

By adopting the technical scheme, the forming block can form a prestress hole at the top of the pier body after the pier body is poured and formed.

In summary, the present application includes at least one of the following beneficial technical effects:

1. The positions of the inserted reinforcing steel bars can be limited by arranging the first limiting plates, the second limiting plates and the limiting holes, so that the position deviation caused by pushing of poured concrete is prevented;

2. Through the arrangement of the reinforcing plate, the reinforcing plate is used for improving the structural strength of the base and the auxiliary seat and preventing the structural deformation caused by the huge pressure of the poured concrete;

3. Through setting up the bolt, the bolt can improve the stability of first limiting plate when pouring, makes things convenient for operating personnel to demolish the change to first limiting plate simultaneously.

Drawings

Fig. 1 is a schematic structural view of a ring beam positioning mechanism die according to an embodiment of the application.

Fig. 2 is a schematic structural view of a molding block according to a first embodiment of the present application.

Fig. 3 is a schematic structural view of an extension socket according to a second embodiment of the present application.

Reference numerals:

1. A base; 11. a first molding groove; 111. a connection hole; 12. an auxiliary seat; 121. a second molding groove; 13. a support frame; 14. a first limiting plate; 141. a limiting groove; 15. a second limiting plate; 151. limiting the aperture; 16. a reinforcing plate; 17. a plug pin; 18. molding blocks; 19. a forklift hole; 2. lengthening the seat.

Detailed Description

The application is described in further detail below with reference to fig. 1-3.

The embodiment of the application discloses a ring beam positioning mechanism die.

Embodiment one:

Referring to fig. 1 and 2, a ring beam positioning mechanism die comprises a base 1, wherein the base 1 is vertically arranged, and an auxiliary seat 12 is arranged at the bottom of the base 1. Be provided with a plurality of reinforcing plates 16 on the base 1, a plurality of reinforcing plates 16 set up along base 1 periphery wall interval, and reinforcing plates 16 vertical setting, reinforcing plates 16 bottom and auxiliary seat 12 fixed connection. The base 1 is internally provided with a first molding groove 11, the auxiliary seat 12 is internally provided with a second molding groove 121, and the first molding groove 11 is communicated with the second molding groove 121. The joint of the base 1 and the auxiliary seat 12 is provided with an arc surface.

Referring to fig. 1 and 2, a plurality of connection holes 111 are formed in the outer peripheral wall of the base 1, the connection holes 111 are communicated with the first forming groove 11, the plurality of connection holes 111 are arranged at intervals around the outer peripheral wall of the base 1, and forklift holes 19 are formed in the outer side wall of the base 1. The connection holes 111 are used for inserting reinforcing bars for connecting the foundation base layer, so that the pier body after molding can be connected with the foundation base through the reinforcing bars. The forklift holes 19 are used for forming holes on the pier body, which are convenient for forklift transportation.

Referring to fig. 1 and 2, the reinforcing plate 16 is used to improve the structural strength of the base 1 and the auxiliary seat 12, and prevent the deformation of the structure due to the huge pressure of the poured concrete; the cambered surface can prevent the concrete from forming bubbles when the concrete is molded in the base 1 and the auxiliary seat 12, and simultaneously facilitates the reverse molding. The auxiliary seat 12 can improve the bottom surface area of the pier body after forming and improve the stability of the pier body.

Referring to fig. 1 and 2, a supporting frame 13 is provided at the top of the base 1, and the supporting frame 13 is fixedly connected with the base 1. The base 1 top surface has offered the restriction groove 141, and base 1 top surface is provided with first restriction board 14, and first restriction board 14 suits with restriction groove 141, has offered a plurality of restriction holes 151 on the first restriction board 14. The top surface of the base 1 is provided with a plurality of bolts 17 in a penetrating way, the bolts 17 penetrate through the base 1 and penetrate into the first limiting plate 14, and the bolts 17 are in plug-in fit with the first limiting plate 14.

Referring to fig. 1 and 2, an operator can limit the position of the first limiting plate 14 through the limiting groove 141, and simultaneously can detach the first limiting plate 14 from the limiting groove 141, so that the first limiting plate 14 with different limiting holes 151 can be replaced, and the operation of different pier bodies is adapted.

Referring to fig. 1 and 2, a second limiting plate 15 is slidably arranged at the end of the supporting frame 13 far away from the base 1, the second limiting plate 15 is magnetically connected with the supporting frame 13, a plurality of limiting holes 151 are formed in the second limiting plate 15 at intervals, and the limiting holes 151 in the first limiting plate 14 correspond to the limiting holes 151 in the second limiting plate 15. When the operator changes the first limiting plate 14 with different positions of the limiting holes 151, the second limiting plate 15 can be removed by sliding the limiting holes 151 on the first limiting plate 14 and the limiting holes 151 on the second limiting plate 15.

Referring to fig. 1 and 2, an operator first passes the reinforcing bars to be used through the limiting holes 151 of the second limiting plate 15 and the first limiting plate 14 in sequence, inserts the reinforcing bars into the first molding groove 11 in the base 1 and the second molding groove 121 of the auxiliary seat 12 through the limiting holes 151, and then pours the reinforcing bars into the first molding groove 11 and the second molding groove 121, so that the reinforcing bars are not displaced due to the pushing of the poured concrete under the limiting action of the limiting holes 151 of the first limiting plate 14 and the second limiting plate 15.

Referring to fig. 1 and 2, a molding block 18 is provided on an inner wall of the first limiting plate 14 near the base 1, and the molding block 18 is magnetically connected to the first limiting plate 14. The forming block 18 is vertically arranged, the section of the forming block 18 is rectangular, and the circumference of the end part of the forming block 18 is sequentially reduced from top to bottom. The forming block 18 can form a pre-stress hole at the top of the pier body after the pier body is poured and formed, so that the strength of the pier body is improved.

Embodiment two:

Referring to fig. 1,2 and 3, the second embodiment is different from the first embodiment in that: the bottom of the auxiliary seat 12 is provided with an extension seat 2, the extension seat 2 is communicated with the auxiliary seat 12, and the extension seat 2 is in plug-in fit with the auxiliary seat 12. The lengthening seat 2 is convenient for operators to adjust the length of the pier body, and meanwhile, the molding area of the bottom of the pier body can be increased, and the stability of the pier body is improved.

The implementation principle of the ring beam positioning mechanism die provided by the embodiment of the application is as follows: firstly, an operator sequentially passes the steel bars to be used through the limiting holes 151 on the second limiting plate 15 and the first limiting plate 14, the operator passes the limiting holes 151 and inserts the steel bars into the first forming groove 11 in the base 1 and the second forming groove 121 of the auxiliary seat 12, then the operator pours the steel bars into the first forming groove 11 and the second forming groove 121, and the steel bars are not shifted due to the pushing of the poured concrete under the limiting action of the limiting holes 151 on the first limiting plate 14 and the second limiting plate 15; by providing the first restriction plate 14, the second restriction plate 15, and the restriction hole 151, the position of the inserted reinforcing bars can be restricted, and the displacement thereof due to the pushing of the poured concrete can be prevented.

The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.

Claims (9)

1. The utility model provides a circle roof beam positioning mechanism mould which characterized in that: including base (1) that is used for shaping pier main part, first shaping groove (11) have been seted up in base (1), base (1) bottom is provided with auxiliary seat (12) that are used for shaping pier seat, second shaping groove (121) have been seted up in auxiliary seat (12), first shaping groove (11) with second shaping groove (121) are linked together, be provided with support frame (13) on base (1), be provided with first limiting plate (14) on base (1), be provided with second limiting plate (15) that are used for restricting pier body reinforcing bar and remove on support frame (13), a plurality of limiting holes (151) have all been seted up on first limiting plate (14) and second limiting plate (15), limiting holes (151) on first limiting plate (14) with limiting holes (151) on second limiting plate (15) are corresponding.

2. The ring beam positioning mechanism mold according to claim 1, wherein: the base (1) is provided with a limiting groove (141), and the first limiting plate (14) is matched with the limiting groove (141).

3. The ring beam positioning mechanism mold according to claim 1, wherein: the second limiting plate (15) is connected with the supporting frame (13) in a sliding mode.

4. The ring beam positioning mechanism mold according to claim 1, wherein: the base (1) is provided with a reinforcing plate (16), and the base (1) and the auxiliary seat (12) are fixedly connected with the reinforcing plate (16).

5. The ring beam positioning mechanism mold according to claim 1, wherein: the outer side wall of the base (1) is provided with a plurality of connecting holes (111) for penetrating out the reinforcing steel bars.

6. The ring beam positioning mechanism mold according to claim 1, wherein: the bottom of the auxiliary seat (12) is provided with an extension seat (2) for improving the length of the pier body.

7. The ring beam positioning mechanism mold according to claim 1, wherein: the connecting part of the base (1) and the auxiliary seat (12) is provided with an arc surface.

8. A collar beam positioning mechanism die as claimed in claim 2 wherein: the first limiting plate (14) is connected with the base (1) through a bolt (17).

9. The ring beam positioning mechanism mold according to claim 1, wherein: and a forming block (18) for forming a pre-stress hole on the pier body is arranged on the side wall, close to the base (1), of the first limiting plate (14).