CN219753986U - Template system for beamless floor cap construction - Google Patents

Abstract

The utility model discloses a template system for beamless floor cap construction, belongs to the technical field of building construction, and solves the problem that the existing device cannot stably reinforce a concrete cap template; the scaffold comprises a fixed template, wherein the top of the fixed template is attached to a column cap template, and the bottom of the fixed template is supported by a scaffold; the scaffold is provided with a plurality of wood blocks which are uniformly distributed at the bottom of the fixed template. The utility model utilizes the close fitting of the fixed template and the column cap template, avoids the deflection of the column cap template when the concrete column is poured, and can well pour the concrete column cap.

Description

Template system for beamless floor cap construction

Technical Field

The utility model relates to the technical field of building construction, in particular to a template system for beamless floor cap construction.

Background

When the basement design adopts the girderless floor, there will be a large amount of concrete column caps, and concrete column cap is the quadrangular frustum of an inverted, and its four sides are the inclined plane, and traditional concrete column cap is formed by concrete placement template, and the template adopts the wooden form, and the template is supported through the support pole setting of bottom, and because the template and the jacking on the support pole setting can exist certain unsettled because of the inclined plane to support the pole setting and can not consolidate the template steadily.

Referring to fig. 5, in the conventional inclined plane formwork of the cap of the flat slab, a wooden wedge is generally used to reinforce the inclined plane of the formwork, but the process of pouring the concrete cap of the formwork applies load and generates vibration, so that the reinforced wooden wedge is deviated, the appearance of the poured concrete cap is irregular, the secondary repair of the concrete cap consumes a large amount of labor, materials are added, and the problem that cracking easily occurs in the later stages of new and old joint faces exists.

Disclosure of Invention

The utility model provides a template system for the construction of a beamless floor column cap, which solves the problem that the prior device can not stably reinforce a concrete column cap template.

In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:

the template system for the beamless floor cap construction comprises a fixed template, wherein the top of the fixed template is attached to a cap template, and the bottom of the fixed template is supported by a scaffold; the scaffold is provided with a plurality of wood blocks which are uniformly distributed at the bottom of the fixed template.

In this scheme, adopt the mode close fit of fixed bolster and hood template adoption laminating, when pouring the concrete hood, compare in traditional wooden wedge reinforcing, fixed bolster and hood template can not squint, and the billet under the fixed bolster can reduce the vibration of pouring the in-process to can pour out the concrete hood intact.

Further, a plurality of jacking supports are arranged on the scaffold, steel pipes are fixed on supporting plates of the jacking supports, and a plurality of wood blocks are arranged on the steel pipes; the scaffold is convenient to support the wood blocks through the steel pipes by adopting the jacking.

Further, the jacking comprises a screw rod, one end of the screw rod is welded with the supporting plate, an adjusting nut is sleeved on the screw rod, the other end of the screw rod is in threaded connection with the scaffold, and the connecting length of the screw rod and the scaffold is adjusted through the adjusting nut; the jacking is utilized to facilitate adjusting the height of the scaffold support fixing module.

Further, the fixed template comprises a shell in an inverted cone shape, the column cap template is in an inverted quadrangular frustum shape, and the shell is attached to four inclined surfaces of the column cap template; the shape of the shell is designed so as to be convenient for closely fitting with the column cap template, and offset is avoided.

Further, the inside of the shell is hollow, and the hollow shell is filled with battens; the adoption of the battens can improve the strength of the shell and avoid deformation during casting of the concrete column cap.

Further, the four edges of the shell are provided with side ribs, a plurality of through holes matched with the pins are formed in the side ribs at equal intervals, and the pins penetrate through the through holes in the two adjacent side ribs and are fixedly connected with the pin sheets; the adoption of the pin and the pin piece is convenient for fixing the two adjacent side ribs.

Further, a plurality of back ribs are welded on the four side plates of the shell, and the shell is reinforced by the back ribs.

Further, the back edge is square, and the square is simple in structure and convenient to purchase.

Further, the shell is made of aluminum alloy, and is corrosion-resistant and easy to process.

Further, the scaffold is a disc-buckling scaffold, and the disc-buckling scaffold has high bearing capacity and stability.

The utility model discloses a template system for beamless floor column cap construction, which has the beneficial effects that:

the utility model utilizes the close fitting of the fixed template and the column cap template, avoids the deflection of the column cap template when the concrete column is poured, and can well pour the concrete column cap.

Drawings

FIG. 1 is a schematic diagram of a formwork system for beamless floor cap construction;

FIG. 2 is a top view of a fixed die plate;

FIG. 3 is an enlarged view of FIG. 2A;

FIG. 4 is an isometric view of a fixed die plate;

FIG. 5 is a schematic structural view of a conventional reinforcement device;

wherein: 1. a column cap template; 2. fixing the template; 3. wood blocks; 4. jacking; 5. a scaffold; 6. a wooden wedge; 21. a housing; 22. wood square; 23. back edge; 24. side ribs; 25. a pin; 26. pin pieces.

Detailed Description

The following description of the embodiments of the present utility model is provided to facilitate understanding of the present utility model by those skilled in the art, but it should be understood that the present utility model is not limited to the scope of the embodiments, and all the utility models which make use of the inventive concept are protected by the spirit and scope of the present utility model as defined and defined in the appended claims to those skilled in the art.

Example 1

The embodiment provides a template system for the construction of a beamless floor cap, which aims to solve the problem that the existing device cannot stably reinforce a concrete cap template, and the concrete components of the template system are shown below.

Referring to fig. 1, a formwork system for beam-free floor cap construction of the present embodiment includes a fixed formwork 2, the top of the fixed formwork 2 is attached to a cap formwork 1, and the bottom of the fixed formwork 2 is supported by a scaffold 5;

in this scheme, adopt fixed bolster 2 and the closely matched mode of pile cap template 1 adoption laminating, when pouring the concrete pile cap, compare in traditional wooden wedge 6 reinforcement, fixed bolster 2 can not squint with pile cap template 1 to can pour out the concrete pile cap intact.

As a further scheme of the embodiment, a plurality of jacking brackets 4 are arranged on the scaffold 5, steel pipes are fixed on supporting plates of the jacking brackets 4, and a plurality of wood blocks 3 are arranged on the steel pipes; the jacking 4 is adopted, so that the scaffold 5 can conveniently support the wood block 3 through the steel pipe.

The jacking 4 comprises a screw, one end of the screw is welded with the supporting plate, an adjusting nut is sleeved on the screw, the other end of the screw is in threaded connection with the scaffold 5, and the connecting length of the screw and the scaffold 5 is adjusted through the adjusting nut; the jacking 4 is used for facilitating the adjustment of the height of the scaffold 5 supporting and fixing the module.

The wood blocks 3 are uniformly distributed at the bottom of the fixed template 2, and the wood blocks 3 under the fixed template 2 can reduce vibration in the pouring process.

In this embodiment, the scaffold 5 is preferably a disc-buckling scaffold 5, and the disc-buckling scaffold 5 has high bearing capacity and stability.

As a further scheme of the embodiment, referring to fig. 4, the fixed die plate 2 comprises a housing 21 in an inverted cone shape, the column cap die plate 1 is in an inverted quadrangular frustum shape, and the housing 21 is attached to four inclined surfaces of the column cap die plate 1; the shape of the housing 21 is designed so as to be closely attached to the cap template 1, avoiding deflection.

The inside of the shell 21 is hollow, and the hollow shell 21 is filled with battens 22; the adoption of the battens 22 can improve the strength of the shell 21 and avoid deformation during casting of the concrete column cap.

In this embodiment, the shell 21 is made of an aluminum alloy, and the shell 21 is made of an aluminum alloy, so that the shell is corrosion-resistant and easy to process.

Referring to fig. 3, the four edges of the housing 21 are respectively provided with a side rib 24, the side ribs 24 are equidistantly provided with a plurality of through holes matched with pins 25, and the pins 25 pass through the through holes on two adjacent side ribs 24 and are fixedly connected with pin pieces 26; the use of pins 25 and pin tabs 26 facilitates the securement of adjacent two side ribs 24.

Referring to fig. 2, a plurality of back ribs 23 are welded on four side plates of the housing 21, and the housing 21 is reinforced by the back ribs 23.

In the embodiment, the back ridge 23 is preferably square, and the square is simple in structure and convenient to purchase.

The working principle of the embodiment is as follows:

the method comprises the steps of constructing a disc buckle type scaffold 5, installing a plurality of jacking 4 on the scaffold 5, placing a plurality of steel pipes on a tray of the jacking 4, placing a shell 21 on the steel pipes, and filling a plurality of wood blocks 3 below the shell 21 and adjusting to a proper height through adjusting nuts, so that the shell 21 is tightly attached to a column cap template 1.

Although specific embodiments of the utility model have been described in detail with reference to the accompanying drawings, it should not be construed as limiting the scope of protection of the present patent. Various modifications and variations which may be made by those skilled in the art without the creative effort are within the scope of the patent described in the claims.

Claims (10)

1. The template system for the beamless floor cap construction is characterized in that: the scaffold comprises a fixed template (2), wherein the top of the fixed template (2) is attached to a column cap template (1), and the bottom of the fixed template (2) is supported by a scaffold (5);

the scaffold (5) is provided with a plurality of wood blocks (3), and the wood blocks (3) are uniformly distributed at the bottom of the fixed template (2).

2. The formwork system for beam-free floor cap construction of claim 1, wherein: the scaffold is characterized in that a plurality of jacking supports (4) are arranged on the scaffold (5), steel pipes are fixed on supporting plates of the jacking supports (4), and a plurality of wood blocks (3) are arranged on the steel pipes.

3. The formwork system for beam-free floor cap construction of claim 2, wherein: the jacking (4) comprises a screw rod, one end of the screw rod is connected with the supporting plate in a welding mode, an adjusting nut is sleeved on the screw rod, the other end of the screw rod is in threaded connection with the scaffold (5), and the connecting length of the screw rod and the scaffold (5) is adjusted through the adjusting nut.

4. The formwork system for beam-free floor cap construction of claim 1, wherein: the fixing template (2) comprises a shell (21) with an inverted conical shape, the column cap template (1) is in an inverted quadrangular frustum pyramid shape, and the shell (21) is attached to four inclined planes of the column cap template (1).

5. The formwork system for beam-free floor cap construction of claim 4, wherein: the inside of the shell (21) is hollow, and the hollow inside of the shell (21) is filled with a wood square (22).

6. The formwork system for beam-free floor cap construction of claim 4, wherein: the four edges of the shell (21) are respectively provided with a side rib (24), a plurality of through holes matched with the pins (25) are formed in the side ribs (24) at equal intervals, and the pins (25) penetrate through the through holes in the two adjacent side ribs (24) and are fixedly connected with the pin pieces (26).

7. The formwork system for beam-free floor cap construction of claim 4, wherein: a plurality of back ribs (23) are welded on the four side plates of the shell (21).

8. The formwork system for beam-free floor cap construction of claim 7, wherein: the back ridge (23) is square.

9. The formwork system for beam-free floor cap construction of any one of claims 4-8, wherein: the shell (21) is made of aluminum alloy.

10. The formwork system for beam-free floor cap construction of any one of claims 1-8, wherein: the scaffold (5) is a disc buckle type scaffold (5).