CN211257813U

CN211257813U - Novel combined mold box

Info

Publication number: CN211257813U
Application number: CN201921772064.8U
Authority: CN
Inventors: 杨玉杰
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-22
Filing date: 2019-10-22
Publication date: 2020-08-14
Anticipated expiration: 2029-10-22

Abstract

A novel combined mold box comprises a bottom box and a steel wire mesh box, wherein the bottom box comprises a bottom box bottom plate and a bottom box side wall enclosing the periphery of the bottom box bottom plate; the steel wire net box comprises a top plate and a steel wire net wall enclosing the periphery of the top plate; the steel wire net box is positioned above the bottom box, the steel wire net box is arranged opposite to the opening end of the bottom box, and the outer surface of the side wall of the bottom box is provided with a tongue-and-groove for determining the position of the steel wire net box. The mould box is formed by combining the bottom box and the steel wire net box, and under the premise of realizing the function of the mould shell, the mould box also replaces a turnover mould shell in the traditional technology, is more economical and practical, and is convenient to transport and install and manufacture on site; the material of this diaphragm capsule includes concrete, wire net and reinforcing bar, and above-mentioned material has good anti falling nature, has effectively prolonged life.

Description

Novel combined mold box

Technical Field

The utility model belongs to the technical field of the building construction technique and specifically relates to a used diaphragm capsule of close rib superstructure construction is related to.

Background

The multi-ribbed beam formwork technology is widely applied to large buildings and achieves good construction effect.

The full-laying method in the formwork laying method is to fully lay a layer of bamboo plywood (formwork) on a full scaffold, then pay off and install a fixed ribbed formwork on the bamboo plywood, and pour concrete after binding beam ribs and gluten. The strip paving method is to lay wooden ridges and rib beam templates, lay combined formworks between rib beams, and pour concrete after binding beam ribs and gluten. Whether the full-laying method or the strip-laying method is adopted, the laying of the templates can be completed only by consuming a large amount of working hours, and the traditional formwork occupies a large volume in transportation, and is easy to crack under the action of external force in use.

Disclosure of Invention

An object of the utility model is to overcome the shortcoming that exists among the prior art, provide a modular diaphragm capsule, use this diaphragm capsule can replace the turnover mould shell of traditional technique, and the structural feature of diaphragm capsule makes it have better durability. The technical scheme is as follows: the utility model provides a novel combination formula diaphragm capsule, includes end box and wire mesh box, its characterized in that: the bottom box comprises a bottom box bottom plate and a bottom box side wall enclosing the periphery of the bottom box bottom plate; the steel wire net box comprises a top plate and a steel wire net wall enclosing the periphery of the top plate; the steel wire mesh box is positioned above the bottom box and is arranged opposite to the opening end of the bottom box; and the outer surface of the side wall of the bottom box is provided with a tongue-and-groove for determining the position of the steel wire mesh box.

In order to increase the strength of the steel wire mesh box, the die box further comprises a support frame, and the support frame is movably arranged in the steel wire mesh box.

The size of the support frame is as follows: the support frame is formed by processing reinforcing steel bars, and two bottom surfaces of the support frame are respectively matched with the top plate and the bottom box bottom plate.

The bottom box is made of the following materials: the bottom box is made of concrete, and a through and outward-extending lacing wire is arranged in a bottom plate of the bottom box.

In order to increase the supporting strength of the steel wire net wall, reinforcing ribs integrated with the steel wire net are arranged on the steel wire net wall.

The beneficial effects of the utility model reside in that: the mould box is formed by combining the bottom box and the steel wire net box, and under the premise of realizing the function of the mould shell, the mould box also replaces a turnover mould shell in the traditional technology, is more economical and practical, and is convenient to transport and install and manufacture on site; the material of this diaphragm capsule includes concrete, wire net and reinforcing bar, and above-mentioned material has good anti falling nature, has effectively prolonged life.

Drawings

Fig. 1 is a schematic structural view of an embodiment of the present invention, fig. 2 is a schematic structural view of an embodiment of the present invention, fig. 3 is a schematic structural view of a steel wire mesh box, fig. 4 is a schematic structural view of a bottom box, 1 is a bottom box, 11 is a side wall of the bottom box, 12 is a bottom plate of the bottom box, 13 is an embedded tooth, and 14 is a tie bar; 2 is a steel wire net box, 21 is a steel wire net wall, 22 is a top plate, 23 is a reinforcing rib, and 24 is a reinforcing plate; and 3 is a support frame.

Detailed Description

The following describes embodiments of the present invention with reference to the drawings.

The utility model discloses a novel combination formula diaphragm capsule, including end box 1 and wire mesh box 2, use end box 1 to replace the template of making for supporting the mould shell among the traditional art in the construction.

The first embodiment is as follows:

the bottom box 1 comprises a bottom box bottom plate 12 and bottom box side walls 11 surrounding the periphery of the bottom box bottom plate 12, the bottom box 1 in the embodiment is of a pentahedral structure and comprises four side walls 11 and the bottom box bottom plate 12, the four side walls 11 surround to form a cavity, embedded teeth 13 are arranged on the periphery of the side walls 11, stress tie bars 14 which run through and extend outwards are arranged in the bottom plate 12, the stress tie bars 14 are anchored with a post-cast concrete rib beam together, and the bottom plate 12 and the post-cast concrete rib beam are connected into a whole.

The steel wire net box 2 comprises a top plate 22 and a steel wire net wall 21 enclosing the periphery of the top plate 22, and when the steel wire net box is used, the top plate 22 of the steel wire net box 2 is buckled on the bottom box 1. The wire mesh box 2 in this embodiment is a pentahedral structure, and includes four-side-wall wire mesh walls 21 and a top plate 22. Considering practical use needs, the aperture of the steel wire mesh is not too large, and concrete can be prevented from entering the cavity. The height of the steel wire net box 2 can be adjusted according to the engineering construction requirements.

This diaphragm capsule still includes support frame 3, and support frame 3 activity sets up in wire net box 2. The actual shape of the support frame 3 can be designed according to the needs, for example, it can be cross, # -shaped or net-shaped, it can be a whole, or it can be a combination of two or more supports. The support frame in this embodiment adopts integral braced frame, and the support frame is formed by reinforcing bar processing, and the size of dimension of going up the top surface is equal basically with the roof 22 size of wire net box 2, and lower bottom surface size of dimension is the same basically with the end box bottom plate inner circle size of end box 1, and like this, accessible support frame 3 reaches the purpose of effectively strengthening wire net box 2 self intensity.

The implementation steps after the mold box is adopted are as follows:

1) a bottom box and a support frame 3 are arranged on the template;

2) binding a rib beam;

3) placing a steel wire net box 2;

4) anti-floating steel bars are arranged on the steel wire mesh box.

Example two:

the difference between this embodiment and the first embodiment is that two steel wire mesh boxes 1 can be placed in parallel in the bottom box 1 in this embodiment, so as to reduce the number of the bottom boxes 1 and speed up the construction.

In order to increase the strength of the wire mesh box 2, reinforcing ribs 23 or reinforcing plates 24 integrated with the wire mesh can be arranged on the mesh wall of the wire mesh box 2. Fig. 3 shows the reinforcing ribs 23 located at the upper portion of the mesh wall, where they join the top plate 22, and the reinforcing plate 24 located at the lower portion of the mesh wall.

Of course, the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and the changes, modifications, additions or replacements made by those skilled in the art within the scope of the present invention also belong to the protection scope of the present invention.

Claims

1. The utility model provides a novel combination formula diaphragm capsule, includes end box and wire mesh box, its characterized in that: the bottom box comprises a bottom box bottom plate and a bottom box side wall enclosing the periphery of the bottom box bottom plate; the steel wire net box comprises a top plate and a steel wire net wall enclosing the periphery of the top plate; the steel wire mesh box is positioned above the bottom box and is arranged opposite to the opening end of the bottom box; and the outer surface of the side wall of the bottom box is provided with a tongue-and-groove for determining the position of the steel wire mesh box.

2. The new modular mold box of claim 1 wherein: the mould box also comprises a support frame, and the support frame is movably arranged in the steel wire mesh box.

3. The new modular mold box of claim 2, wherein: the support frame is formed by processing reinforcing steel bars, and two bottom surfaces of the support frame are respectively matched with the top plate and the bottom box bottom plate.

4. The new modular mold box of claim 2, wherein: the bottom box is made of concrete, and a through and outward-extending lacing wire is arranged in a bottom plate of the bottom box.

5. The new modular mold box of claim 2, wherein: and reinforcing ribs integrated with the steel wire mesh are arranged on the steel wire mesh wall.