CN213626262U

CN213626262U - Sintered shale splicing type perforated brick

Info

Publication number: CN213626262U
Application number: CN202021600470.9U
Authority: CN
Inventors: 钱金其; 王勤勇
Original assignee: Deqing Longxi Building Materials Co ltd
Current assignee: Deqing Longxi Building Materials Co ltd
Priority date: 2020-08-05
Filing date: 2020-08-05
Publication date: 2021-07-06
Anticipated expiration: 2030-08-05

Abstract

The utility model discloses a sintered shale concatenation formula perforated brick, concretely relates to sintered shale brick field, including the left brick body and the right brick body, its characterized in that: a connecting brick body is arranged between the left brick body and the right brick body, and connecting mechanisms are arranged between the two sides of the connecting brick body and the left brick body and between the two sides of the connecting brick body and the right brick body; the connecting mechanism comprises two groups of wedge blocks, and the number of the wedge blocks in each group is seven. The utility model discloses a be provided with the connection brick body and coupling mechanism, and then reach the purpose of the thickening brick body, and coupling mechanism will connect the brick body and carry out the fastening connection with the left brick body and the right brick body respectively, ensure the connection steadiness after the concatenation of the brick body, when the concatenation, utilize the wedge to insert the wedge groove, reach preliminary location effect, then utilize strengthening rib cooperation concrete placement to carry out the steadiness operation to concatenation department once more, so make the tensile of the brick body dial power stronger, compressive strength increases, make things convenient for the workman to operate.

Description

Sintered shale splicing type perforated brick

Technical Field

The utility model relates to a sintered shale brick field, concretely relates to sintered shale concatenation formula porous brick.

Background

At present, the building wall materials widely applied in domestic buildings are mainly sintered clay bricks, concrete small hollow bricks, aerated building blocks and gypsum board materials, the clay bricks are used to consume a large amount of nonrenewable concrete resources, the agricultural cultivated land area is reduced, government departments limit the use of the clay bricks in the buildings, the application of the concrete small hollow bricks in the buildings is affected due to the defects of large volume, complex construction, secondary decoration influence, easy generation of shrinkage cracks, poor thermal performance and the like, the building industry is rapidly developed along with the progress and development of the society, the demand of the wall is rapidly increased, red bricks are forbidden since 08 years ago, a large supply and demand contradiction exists, and based on the situation, the concrete porous bricks and the porous bricks which are suitable for the building wall are massively produced in many areas, the porous brick masonry wall has the advantages of light dead weight, good sound insulation and heat preservation performance and the like, the density of the porous brick is about 30 lower than that of the common clay brick, and the brick is provided with a plurality of holes, so that the heat conduction of the brick is reduced, and the heat insulation effect is further achieved; the method is characterized in that the porous bricks with the thickness of 150mm are equivalent to common clay bricks with the thickness of 190mm, the thickness of the porous brick wall is reduced by 1/5, the building area is approximately increased by 2% -3%, the soil for making the bricks is saved by 20%, the porous bricks have larger thickness than the traditional clay bricks, so that the mortar for filling mortar joints is reduced by 20% -30%, the breaking strength of the bricks is also increased, and the sintered shale bricks are used as a novel building energy-saving wall material, can be used for building bearing walls, have good thermal performance, accord with construction building modulus, reduce loss in the construction process and improve the working efficiency; the hole rate reaches more than 35 percent, the dead weight of the wall body can be reduced, the basic engineering cost is saved, compared with the common sintered perforated brick, the product has the characteristics of heat preservation, heat insulation, light weight, high strength, high construction efficiency and the like, the product takes shale as a raw material, and adopts the production process of high vacuum extrusion molding and one-time stacking firing of a brick machine;

the prior art has the following defects: at present, most porous bricks are thin, so that the tensile pulling force of the bricks is low, the compressive strength is low, the splicing between the bricks is inconvenient, and the trouble is caused to the operation of workers.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a sintered shale concatenation formula perforated brick, through being provided with the connection brick body and coupling mechanism, and then reach the purpose of the thickening brick body, and coupling mechanism will connect the brick body and carry out the fastening connection with the left brick body and the right brick body respectively, ensure the connection steadiness after the concatenation of the brick body, when the concatenation, utilize the wedge to insert the wedge groove, reach preliminary location effect, then utilize strengthening rib cooperation concrete placement to carry out the steadiness operation to concatenation department once more, with the above-mentioned weak point in the solution technique.

In order to achieve the above object, the present invention provides the following technical solutions: the utility model provides a sintered shale concatenation formula perforated brick, includes the left brick body and the right brick body, its characterized in that: a connecting brick body is arranged between the left brick body and the right brick body, and connecting mechanisms are arranged between the two sides of the connecting brick body and the left brick body and between the two sides of the connecting brick body and the right brick body;

the connecting mechanism comprises two groups of wedge-shaped blocks, the number of the wedge-shaped blocks in each group is seven, the seven wedge-shaped blocks are distributed along the length direction of the connecting brick body at equal intervals, wedge-shaped grooves are formed in the opposite sides of the left brick body and the right brick body and in positions corresponding to the wedge-shaped blocks, the wedge-shaped blocks are inserted into the wedge-shaped grooves, reinforcing ribs are arranged inside the two ends of the connecting brick body, the two ends of each reinforcing rib penetrate through the connecting brick body, reinforcing grooves are formed in the side faces of the left brick body and the right brick body and in positions corresponding to the reinforcing ribs, the reinforcing ribs are inserted into the reinforcing ribs, a space exists between each reinforcing rib and the reinforcing grooves, two rows of reinforcing ribs are arranged on the outer surfaces of the reinforcing ribs, each row of reinforcing ribs are distributed in a forked manner on the side faces of the reinforcing ribs, reinforcing rib clamping grooves are formed in the inner walls of the reinforcing, the reinforcing ribs are located inside the reinforcing rib clamping grooves.

Preferably, the reinforcing ribs and the connecting bricks are arranged in a pouring mode, and the connecting bricks are made of concrete materials.

Preferably, the wedge-shaped blocks and the connecting bricks are arranged in a pouring forming mode, and the reinforcing ribs are arranged in a pouring forming mode.

Preferably, the back side of the left brick body and the back side of the right brick body are both provided with a bearing layer.

Preferably, square through hole has all been seted up to the inside of the left side brick body and the right side brick body, square through hole's inside is provided with a plurality of reinforced brick boards, reinforced brick board is the V-arrangement structure, and a plurality of reinforced brick boards are end to end setting.

Preferably, a plurality of grooves are formed in the outer side of the bearing layer, the vertical axial cross section of each groove is of a triangular structure, and the grooves are uniformly distributed on the side surface of the bearing layer.

In the technical scheme, the utility model provides a technological effect and advantage:

1. through being provided with the connection brick body and coupling mechanism, and then reach the purpose of the thickening brick body, and coupling mechanism will connect the brick body and carry out the fastening connection with the left brick body and the right brick body respectively, ensure the connection steadiness after the concatenation of the brick body, when the concatenation, utilize the wedge to insert the wedge groove, reach preliminary location effect, then utilize strengthening rib cooperation concrete placement to carry out the steadiness operation to concatenation department once more, so make the tensile of the brick body dial power stronger, compressive strength increases, make things convenient for the workman to operate.

2. Through being provided with reinforcing brick board and square through hole, be provided with square through opening and weaken the weight of the brick body, and the setting of reinforcing brick board is in order to form one more triangle-shaped in square through opening, and then utilizes triangle-shaped's firm characteristic to strengthen square through opening's steadiness, further improvement the bearing capacity of the brick body and the steadiness of the brick body.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to these drawings.

Fig. 1 is a schematic view of the overall structure of the present invention.

Fig. 2 is an enlarged view of a portion a of fig. 1 according to the present invention.

Fig. 3 is a schematic diagram of the distribution of the groove structure of the present invention.

Description of reference numerals:

1 left brick body, 2 right brick bodies, 3 link brick bodies, 4 coupling mechanism, 5 accept the layer, 6 square through-hole, 7 consolidate the brick board, 8 recesses, 41 wedges, 42 wedges, 43 strengthening ribs, 44 reinforcement grooves, 45 reinforcement muscle, 46 reinforcement muscle draw-in grooves.

Detailed Description

In order to make the technical solution of the present invention better understood by those skilled in the art, the present invention will be further described in detail with reference to the accompanying drawings.

The utility model provides a sintered shale splicing type perforated brick as shown in figures 1-3, which comprises a left brick body 1 and a right brick body 2, wherein a connecting brick body 3 is arranged between the left brick body 1 and the right brick body 2, the lengths and the thicknesses between the left brick body 1, the right brick body 2 and the connecting brick body 3 are equal, and the widths of the left brick body 1 and the right brick body 2 are equal, so that the brick bodies are ensured to be in a regular square structure, the wall body is convenient to build, and connecting mechanisms 4 are arranged between the two sides of the connecting brick body 3 and the left brick body 1 and the right brick body 2;

the connecting mechanism 4 comprises two groups of wedge-shaped blocks 41, the number of each group of wedge-shaped blocks 41 is seven, the seven wedge-shaped blocks 41 are arranged along the length direction of the connecting brick body 3 in an equidistant distribution manner, wedge-shaped grooves 42 are formed in the opposite sides of the left brick body 1 and the right brick body 2 and in positions corresponding to the wedge-shaped blocks 41, the wedge-shaped blocks 41 are inserted into the wedge-shaped grooves 42, reinforcing ribs 43 are arranged inside the two ends of the connecting brick body 3, the two ends of each reinforcing rib 43 penetrate through the connecting brick body 3, reinforcing grooves 44 are formed in the side faces of the left brick body 1 and the right brick body 2 and in positions corresponding to the reinforcing ribs 43, the reinforcing ribs 43 are inserted into the reinforcing grooves 44, reinforcing spaces exist between the reinforcing ribs 43 and the reinforcing grooves 44, two rows of reinforcing ribs 45 are arranged on the outer surfaces of the reinforcing ribs 43, each row of reinforcing ribs 45 are distributed in a forked manner on the side faces of the reinforcing ribs 43, reinforcing grooves 44 are provided with reinforcing rib clamping, reinforce muscle 45 is located the inside of reinforcing muscle draw-in groove 46, when splicing, at first connect between 3 top-down's the left brick body 1 of inserting of the brick body and the right brick body 2, at the inserted in-process, wedge 41 inserts wedge 42, strengthening rib 43 inserts reinforcing groove 44 simultaneously, so connect the both ends of brick portion 3 and intermediate position and the steadiness of the left brick body 1 and the right brick body 2 and obtain guaranteeing, and reinforce muscle 45 inserts reinforcing muscle draw-in groove 46, simultaneously because every row of reinforcing muscle 45 is the setting of crotch form distribution in the side of strengthening rib 43, so make the tensile of the brick body dial power stronger, compressive strength increases, make things convenient for the workman to operate.

For pouring the shaping setting between the strengthening rib 43 and the connection brick body 3, the connection brick body 3 is made for the concrete material, does benefit to the steadiness of the brick body.

The wedge-shaped blocks 41 and the connecting brick bodies 3 are arranged in a pouring forming mode, the reinforcing ribs 45 and the reinforcing ribs 43 are arranged in a pouring forming mode, and connection stability between structures is improved.

The layer 5 is all provided with and accepts layer 5 in the back of the body of left brick 1 and the body of right brick 2 one side of carrying on the back for the stone layer is accepted to layer 5 for the brick body bearing capacity is stronger.

Square through hole 6 has all been seted up to the inside of the left side brick body 1 and the right brick body 2, square through hole 6's inside is provided with a plurality of reinforcement brick boards 7, it is the V-arrangement structure to consolidate brick board 7, and a plurality of reinforcement brick boards 7 set up for end to end, through being provided with reinforcement brick board and square through hole, it weakens to the weight of the brick body to be provided with square opening 6, and consolidate brick board 7's setting, be in order to form one another triangle-shaped in square opening 6, and then utilize triangle-shaped's firm characteristic to strengthen square opening 6's steadiness, further improvement the bearing capacity of the brick body and the steadiness of the brick body.

A plurality of grooves 8 have all been seted up in the outside of accepting layer 5, and a plurality of grooves 8 vertical axial cross-section are the triangle-shaped structure, and a plurality of grooves 8 are evenly distributed and set up in the side of accepting layer 5 for accept layer 5 non-slip properties and increase.

This practical theory of operation: when splicing, firstly, the connecting brick body 3 is inserted between the left brick body 1 and the right brick body 2 from top to bottom, in the inserting process, the wedge-shaped block 41 is inserted into the wedge-shaped groove 42, meanwhile, the reinforcing rib 43 is inserted into the reinforcing groove 44, so that the stability of the two ends and the middle position of the connecting brick part 3 and the left brick body 1 and the right brick body 2 is ensured, and the reinforcing rib 45 is inserted into the reinforcing rib clamping groove 46, so that the splicing operation is completed.

While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the invention.

Claims

1. The utility model provides a sintered shale concatenation formula perforated brick, includes the left brick body (1) and the right brick body (2), its characterized in that: a connecting brick body (3) is arranged between the left brick body (1) and the right brick body (2), and connecting mechanisms (4) are arranged between the two sides of the connecting brick body (3) and the left brick body (1) and the right brick body (2);

the connecting mechanism (4) comprises two groups of wedge blocks (41), each group of wedge blocks (41) is seven, the seven wedge blocks (41) are arranged along the length direction of the connecting brick body (3) at equal intervals, wedge grooves (42) are formed in the opposite sides of the left brick body (1) and the right brick body (2) and in the positions corresponding to the wedge blocks (41), the wedge blocks (41) are inserted into the wedge grooves (42), reinforcing ribs (43) are arranged inside the two ends of the connecting brick body (3), the two ends of each reinforcing rib (43) penetrate through the connecting brick body (3), reinforcing grooves (44) are formed in the side faces of the left brick body (1) and the right brick body (2) and in the positions corresponding to the reinforcing ribs (43), the reinforcing ribs (43) are inserted into the reinforcing grooves (44), and spaces exist between the reinforcing ribs (43) and the reinforcing grooves (44), two rows of reinforcing ribs (45) are installed on the outer surface of the reinforcing rib (43), each row of reinforcing ribs (45) are distributed in a forked shape on the side face of the reinforcing rib (43), reinforcing rib clamping grooves (46) are formed in the positions, corresponding to the reinforcing ribs (45), of the inner wall of the reinforcing groove (44), and the reinforcing ribs (45) are located inside the reinforcing rib clamping grooves (46).

2. The sintered shale split-joint perforated brick as claimed in claim 1, wherein: the reinforcing rib (43) and the connecting brick body (3) are arranged in a pouring forming mode, and the connecting brick body (3) is made of concrete materials.

3. The sintered shale split-joint perforated brick as claimed in claim 1, wherein: the wedge block (41) and the connecting brick body (3) are arranged in a pouring forming mode, and the reinforcing ribs (45) and the reinforcing ribs (43) are arranged in a pouring forming mode.

4. The sintered shale split-joint perforated brick as claimed in claim 1, wherein: and the back sides of the left brick body (1) and the right brick body (2) are provided with bearing layers (5).

5. The sintered shale split-joint perforated brick as claimed in claim 1, wherein: square through hole (6) have all been seted up to the inside of the left side brick body (1) and the right side brick body (2), the inside of square through hole (6) is provided with a plurality of reinforcement brick boards (7), reinforcement brick board (7) are the V-arrangement structure, and a plurality of reinforcement brick boards (7) are end to end setting.

6. The sintered shale split-joint perforated brick as claimed in claim 4, wherein: a plurality of grooves (8) are formed in the outer side of the bearing layer (5), the vertical axial cross section of each groove (8) is of a triangular structure, and the grooves (8) are uniformly distributed on the side face of the bearing layer (5).