CN115723225A - Pouring mold for reinforced concrete masonry slice and construction method thereof - Google Patents

Abstract

The invention discloses a pouring mould of a reinforced concrete masonry slice and a construction method thereof, wherein the pouring mould comprises the following components: a mold body with an open top; a a plurality of erection columns that is used for the solid concrete of card to build the reinforcing bar net piece in the section is built by laying bricks or stones, it is a plurality of the erection column is vertical to be connected this internally, and it is a plurality of the position of erection column with many horizontal muscle or many the setting position one-to-one of indulging the muscle of reinforcing bar net piece, just seted up the confession on the erection column and correspond horizontal muscle or the draw-in groove of indulging the muscle joint, improved the efficiency of construction through this application.

Description

Pouring mold for reinforced concrete masonry slice and construction method thereof

Technical Field

The invention relates to the technical field of concrete construction, in particular to a pouring mold of a reinforced concrete masonry slice and a construction method thereof.

Background

With the continuous deepening of the green environmental protection idea to construction enterprises, the green, energy-saving and environmental protection construction becomes the main melody of engineering construction, in order to ensure the structural strength of the autoclaved aerated concrete plate, a steel bar mesh is often required to be added into the autoclaved aerated concrete, the conventional steel bar mesh is often subjected to concrete pouring after being bundled, and the bundling of the steel bar mesh is complex and wastes time and labor.

Disclosure of Invention

The invention aims to overcome the defects of the prior art, provides the pouring mold of the reinforced concrete masonry slice and the construction method thereof, and improves the construction precision and the construction efficiency.

In order to achieve the purpose, the invention adopts the technical scheme that the method comprises the following steps:

a mold body with an open top;

the installing columns are vertically installed in the die body, the positions of the installing columns correspond to the setting positions of a plurality of transverse ribs or a plurality of longitudinal ribs of the reinforced net piece one by one, and clamping grooves for clamping the transverse ribs or the longitudinal ribs are formed in the installing columns.

The pouring mould for the reinforced concrete masonry slice is further improved in that a clamping groove for clamping the corresponding transverse rib is formed in the mounting column, each longitudinal rib is connected with all the transverse ribs in series, and two longitudinal ribs are positioned at two ends of the transverse ribs.

The pouring mould for the reinforced concrete masonry slice is further improved in that a clamping groove for clamping the corresponding longitudinal bars is formed in the mounting column, each transverse bar is connected with all the longitudinal bars in series, and two transverse bars are positioned at two ends of the longitudinal bars.

The pouring mould for the reinforced concrete masonry slice is further improved in that the steel bar net pieces are of a multilayer structure, each layer of the steel bar net pieces comprises a plurality of transverse ribs and a plurality of longitudinal ribs, and the positions, corresponding to the steel bar net pieces on each layer, on the mounting columns are provided with the clamping grooves.

The pouring mould for the reinforced concrete masonry slice is further improved in that the material of the mounting column is the same as that of concrete to be poured.

The pouring mould for the reinforced concrete masonry slice is further improved in that an adhesive is coated between the mounting column and the mould body.

The invention also provides a construction method of the reinforced concrete masonry slice, which comprises the following steps:

providing a mold body with an open top;

providing a plurality of mounting columns, vertically mounting the mounting columns in the die body, enabling the positions of the mounting columns to correspond to the arrangement positions of the transverse ribs or the longitudinal ribs of the reinforcing mesh piece one by one, and enabling a plurality of clamping grooves to be formed in the mounting columns;

providing a reinforcing mesh, and clamping a plurality of transverse ribs or a plurality of longitudinal ribs of the reinforcing mesh in the clamping grooves corresponding to the mounting columns;

performing concrete casting through the top opening of the mould body and maintaining;

and slicing according to the designed slice thickness after the maintenance is finished.

Compared with the prior art, the invention has the advantages that:

1. the reinforcing mesh is clamped by arranging the mounting clamping groove, so that the direct binding of the reinforcing mesh in the prior art is replaced, and the construction efficiency is improved.

2. The mounting clamping grooves are made of the same-autoclaved aerated concrete material, so that later-stage cutting is facilitated.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and 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 to obtain other drawings based on these drawings without creative efforts.

FIG. 1 is a structural top view of the construction method of the ribbed autoclaved aerated concrete masonry slice.

FIG. 2 is a structural front view of the construction method of the reinforced autoclaved aerated concrete masonry slice.

FIG. 3 is a structural side view of the construction method of the reinforced autoclaved aerated concrete masonry slice.

In the figure: 1. a mold body; 2. mounting a column; 3. transverse ribs; 4. longitudinal ribs; 5. a clamping groove.

Detailed Description

The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention.

The pouring mold for the reinforced concrete masonry slice and the construction method thereof according to the present invention will be described in detail with reference to the accompanying drawings and specific embodiments.

Referring to fig. 1 to 3, a casting mold for a reinforced concrete masonry slice includes:

a mold body 1 with an open top;

a a plurality of erection columns 2 that are used for the solid concrete of card to build the reinforcing bar net piece in the section of building by laying bricks or stones, a plurality of this erection columns 2 are vertical to be installed in this mould body 1, and the position of a plurality of these erection columns 2 and the many horizontal muscle 3 or the many setting position one-to-one that indulge the muscle 4 of this reinforcing bar net piece, and set up on this erection column 2 and supply to correspond this horizontal muscle 3 or should indulge the draw-in groove 5 of muscle 4 joint.

Specifically, the material of the mold body 1 is plastic or aluminum alloy, and the bottom width of the mold body 1 is 100-300 mm, the bottom length is 100-400 mm, and the height is 100-400 mm.

Specifically, the side face of the mounting post 2 is about 20-50 mm away from the die body 1, and the top of the mounting post is about 50mm higher than the die body 1.

Preferably, the mounting post 2 is provided with a slot 5 for the corresponding transverse rib 3 to be clamped, each longitudinal rib 4 is connected in series with all the transverse ribs 3, and two longitudinal ribs 4 are located at two ends of the plurality of transverse ribs 3.

Preferably, the mounting post 2 is provided with a slot 5 for the longitudinal bars 4 to be clamped, each of the transverse bars 3 is connected in series with all the longitudinal bars 4, and two of the transverse bars 3 are located at two ends of the longitudinal bars 4.

Preferably, this reinforcing bar net piece is multilayer structure, and every layer this reinforcing bar net piece all includes many horizontal muscle 3 and many vertical muscle 4, and this draw-in groove 5 has all been seted up corresponding to the position of every layer this reinforcing bar net piece on this erection column 2.

Specifically, the distance between the clamping grooves on each mounting post 2 is the same, the distance between the clamping grooves 5 on the mounting posts 2 is 15-30 mm, and the distance is adjusted according to the later-stage slicing thickness.

Preferably, the material of the mounting column 2 is the same as the material of the concrete to be poured.

Preferably, an adhesive is applied between the mounting post 2 and the mold body 1.

A construction method of reinforced concrete masonry slices comprises the following steps:

s1, providing a die body 1 with an opening at the top;

s2, providing a plurality of mounting columns 2, vertically mounting the mounting columns 2 in the die body 1, enabling the positions of the mounting columns 2 to correspond to the arrangement positions of the transverse ribs 3 or the longitudinal ribs 4 of the reinforcing mesh sheet one by one, and arranging a plurality of clamping grooves 5 on the mounting columns 2;

s3, providing a reinforcing steel bar mesh, and clamping a plurality of transverse ribs 3 or a plurality of longitudinal ribs 4 of the reinforcing steel bar mesh in clamping grooves 5 corresponding to the mounting columns 2;

s4, performing concrete casting through the top opening of the mould body 1 and maintaining;

and S5, slicing according to the designed slice thickness after maintenance is finished.

The present application also provides two examples of use:

in one embodiment, the construction of a constructional column without a formwork comprises the following steps:

secondarily cutting the reinforced autoclaved aerated concrete masonry slice according to the size of the outer section of the constructional column;

binding steel bars of the constructional column;

sticking and mounting the reinforced autoclaved aerated concrete masonry slice by using a special matched adhesive for the aerated block;

and after the strength meets the requirements, the constructional column is poured to realize the formwork-supporting-free construction of the constructional column.

Example two, lining the back of a wall opening comprises the following steps:

performing reinforcement type autoclaved aerated concrete masonry slice typesetting according to the size of the opening;

the back of the opening box body is subjected to tiling installation by using a special matching adhesive for the air-entraining blocks;

mounting a hole box body;

and directly plugging the box body and the hole.

It should be noted that the structures, ratios, sizes, and the like shown in the drawings attached to the present specification are only used for matching the disclosure of the present specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions of the present invention, so that the present invention has no technical essence, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the terms is not to be construed as a scope of the present invention.

Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (7)

1. The utility model provides a sliced pouring mould is built by laying bricks or stones to muscle type concrete which characterized in that includes:

a mold body with an open top;

the installing columns are vertically installed in the die body, the positions of the installing columns correspond to the setting positions of a plurality of transverse ribs or a plurality of longitudinal ribs of the reinforced net piece one by one, and clamping grooves for clamping the transverse ribs or the longitudinal ribs are formed in the installing columns.

2. The pouring mold for the reinforced concrete masonry slice according to claim 1, wherein the mounting columns are provided with clamping grooves for clamping the transverse bars, each longitudinal bar is connected in series with all the transverse bars, and two longitudinal bars are positioned at two ends of the transverse bars.

3. The pouring mold for the reinforced concrete masonry slice according to claim 1, wherein the mounting posts are provided with clamping grooves for clamping the corresponding longitudinal bars, each transverse bar is connected with all the longitudinal bars in series, and two transverse bars are positioned at two ends of the longitudinal bars.

4. The reinforced concrete masonry slice pouring mold according to claim 2 or 3, wherein the steel mesh sheets are of a multilayer structure, each layer of the steel mesh sheets comprises a plurality of the transverse ribs and a plurality of the longitudinal ribs, and the mounting columns are provided with the clamping grooves corresponding to the positions of the steel mesh sheets of each layer.

5. The pouring mold for reinforced concrete masonry slices according to claim 1, wherein the material of the mounting posts is the same as the material of the concrete to be poured.

6. The reinforced concrete masonry slice casting mold according to claim 1, wherein an adhesive is applied between the mounting posts and the mold body.

7. A construction method of a reinforced concrete masonry slice is characterized by comprising the following steps:

providing a mold body with an open top;

providing a plurality of mounting columns, vertically mounting the mounting columns in the die body, enabling the positions of the mounting columns to correspond to the arrangement positions of a plurality of transverse ribs or a plurality of longitudinal ribs of the reinforcing mesh sheet one by one, and enabling a plurality of clamping grooves to be formed in the mounting columns;

providing a reinforcing steel bar mesh, and clamping a plurality of transverse ribs or a plurality of longitudinal ribs of the reinforcing steel bar mesh in clamping grooves corresponding to the mounting columns;

performing concrete casting through the top opening of the mould body and maintaining;

and slicing according to the designed slice thickness after the maintenance is finished.

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