CN212176187U

CN212176187U - Anti-seismic reinforced porous aerated concrete block

Info

Publication number: CN212176187U
Application number: CN202020257876.5U
Authority: CN
Inventors: 周健
Original assignee: Linyi City Zhongxin Building Materials Ltd
Current assignee: Linyi City Zhongxin Building Materials Ltd
Priority date: 2020-03-05
Filing date: 2020-03-05
Publication date: 2020-12-18
Anticipated expiration: 2030-03-05

Abstract

The utility model relates to a hydraulic cylinder maintenance technical field, a porous aerated concrete block of antidetonation reinforcement, including concrete block main part, the jack has been seted up at concrete block main part's top, and concrete block main part's top edge symmetry has seted up a set of first lacing wire groove, a set of second lacing wire groove has been seted up to concrete block main part's bottom symmetry, the sprue gate has been seted up at one side top of concrete block main part, and the bottom equidistance of sprue gate has seted up a set of connector, the gomphosis has the nail of inlaying between the connector, concrete block main part's opposite side is provided with the holding tank. This application makes concrete block carry out preliminary connection earlier through mortise and tenon joint, and the first benefit of mortise and tenon joint is the realization high-speed joint, and the mortise and tenon joint structure of second is the combination of tenon and fourth of the twelve earthly branches, and this kind of combination can restrict the wrench movement to each direction between the concrete block effectively, can not distorted, makes the connection that falls concrete block form an wholeness, the effect of reinforcing concrete block.

Description

Anti-seismic reinforced porous aerated concrete block

Technical Field

The utility model relates to a building material technical field specifically is a porous aerated concrete block of antidetonation reinforcement.

Background

The aerated concrete block is a novel building material which is light, porous, heat-insulating, good in fireproof performance, capable of being nailed, sawed and planed and has certain shock resistance, is suitable for filler walls of high-rise buildings and bearing walls of low-rise buildings, can reduce the dead weight of the whole building by more than 40% compared with that of a common brick-concrete structure building, and greatly improves the shock resistance of the building because the dead weight of the building is reduced and the earthquake destructive force is small.

The anti-seismic principle of the traditional aerated concrete block is that the self weight of the aerated concrete block is light, the self weight of the aerated concrete block can be reduced, so that the earthquake destructive power is small, but the masonry of the concrete block is not firm, but the aerated concrete block is easy to fall due to the light self weight, and is easy to be collided and damaged at ordinary times. Accordingly, one skilled in the art provides an earthquake-resistant reinforced cellular aerated concrete block to solve the problems set forth in the background art.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a porous aerated concrete block is consolidated to antidetonation to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a porous aerated concrete block of antidetonation reinforcement, includes concrete block main part, the jack has been seted up at concrete block main part's top, and concrete block main part's top edge symmetry has seted up a set of first lacing wire groove, a set of second lacing wire groove has been seted up to concrete block main part's bottom symmetry, the casting gate has been seted up at one side top of concrete block main part, and the bottom equidistance of casting gate has seted up a set of connector, the gomphosis has the studded nail between the connector, concrete block main part's opposite side is provided with the holding tank, and the periphery of holding tank is provided with the turn-ups, and concrete block main part's.

As a further aspect of the present invention: the number of the jacks is four, the four jacks are symmetrically arranged by taking a vertical bisector of the concrete block main body as an original point, and the four jacks are communicated.

As a further aspect of the present invention: the first lacing wire groove is formed in the outer side of the jack, the forming depth of the first lacing wire groove is half of the diameter of the jack, and the first lacing wire groove and the second lacing wire groove are identical in structure.

As a further aspect of the present invention: the casting opening and the connecting opening form a non-character structure, the opening width of the casting opening is equal to the diameter of the jack, and the opening depth of the connecting opening is twice of the opening depth of the casting opening.

As a further aspect of the present invention: the length of the embedded nails is equal to the opening width of the connectors, the embedded nails are uniformly arranged on the side face of the concrete block main body, and the opening depth of the embedded holes is equal to the exposed length of the embedded nails.

As a further aspect of the present invention: the thickness of the flanging is half of the opening depth of the connector, and the width of the flanging is equal to the inner diameter of the connector.

As a further aspect of the present invention: the concrete block is characterized in that a first reinforcing layer is arranged on the upper layer of the concrete block main body, a second reinforcing layer is arranged on the lower layer of the concrete block main body, an air-adding layer is arranged between the second reinforcing layer and the first reinforcing layer, and the thickness of the first reinforcing layer and the thickness of the second reinforcing layer are one fifth of the total height of the concrete block main body.

Compared with the prior art, the beneficial effects of the utility model are that:

1. this application makes concrete block carry out the primary connection earlier through mortise-tenon joint, the first benefit of mortise-tenon joint is realization high-speed joint, second mortise-tenon joint structure is the combination of tenon and fourth of the twelve earthly branches, this kind of combination can restrict the wrench movement to all directions between the concrete block effectively, can not distorted, make the connection that falls the concrete block form an wholeness, the effect of reinforcing concrete block, concrete block inside adopts porous structure simultaneously, and weight is lighter, make the single quality of foaming wallboard littleer through above-mentioned mode, it is more convenient to carry and assemble, it is integrative to make whole wallboard fuse through mortise-tenon joint.

2. Simultaneously for aerated concrete block's stability, the jack has been seted up on aerated concrete block, be provided with the splice bar in the jack, respectively with two blocks of wallboard connections, play the supporting role, the stirrup has been cup jointed between the splice bar simultaneously, be used for fixed connection muscle, prevent its deformation, thereby lead to producing prestressing force and lead to aerated concrete block wall to warp, then pour through the mortar, after the mortar is fixed like this, whole wallboard forms a whole, for traditional masonry mode, not only increased the crushing resistance of whole wallboard through the splice bar, simultaneously because the restraint of splice bar when the concatenation, need not carry out the stay cord just can splice and build by laying bricks or stones, the condition that the wall skew can not take place.

Description of the drawings:

FIG. 1 is a schematic structural view of an earthquake-resistant reinforced porous aerated concrete block;

FIG. 2 is a schematic diagram of a rear view structure of an earthquake-resistant reinforced porous aerated concrete block;

fig. 3 is a schematic diagram of the internal structure of the earthquake-resistant reinforced porous aerated concrete block.

In the figure: 1. a jack; 2. a first lacing wire groove; 3. a concrete block main body; 4. a second lacing wire groove; 5. a casting gate; 6. a connecting port; 7. embedding nails; 8. embedding holes; 9. a connecting plate; 10. accommodating grooves; 11. flanging; 12. a first reinforcing layer; 13. a gas-adding layer; 14. a second reinforcing layer.

Detailed Description

Referring to fig. 1 to 3, in the embodiment of the present invention: the utility model provides a porous aerated concrete block of antidetonation reinforcement, including concrete block main part 3, jack 1 has been seted up at concrete block main part 3's top, and concrete block main part 3's top edge symmetry has seted up a set of first lacing wire groove 2, a set of second lacing wire groove 4 has been seted up to concrete block main part 3's bottom symmetry, pouring gate 5 has been seted up at one side top of concrete block main part 3, and pouring gate 5's bottom equidistance has seted up a set of connector 6, the gomphosis has stud 7 between connector 6, concrete block main part 3's opposite side is provided with holding tank 10, and the periphery of holding tank 10 is provided with turn-ups 11, and the opposite side surface of concrete block main part 3 has seted.

In fig. 2, the number of the jacks 1 is four, the four jacks 1 are symmetrically formed by taking a vertical bisector of the concrete block main body 3 as an origin, the four jacks 1 are formed in a through manner, and the jacks 1 are used for inserting tie bars and are used for connecting the whole concrete block main body 3 in series to form a wall plate, so that the concrete block main body 3 forms a main body.

In fig. 2, a first lacing wire groove 2 is arranged at the outer side of a jack 1, the arrangement depth of the first lacing wire groove 2 is half of the diameter of the jack 1, the structures of the first lacing wire groove 2 and a second lacing wire groove 4 are the same, the first lacing wire groove 2 and the second lacing wire groove 4 are mainly used for placing transverse lacing wires, a main body is formed by side-by-side concrete block main bodies 3 when the partition wall is thickened, the shearing force is eliminated, and the jack 1, the first lacing wire groove 2 and the second lacing wire groove 4 are filled with masonry mortar or a filler at the later stage.

In fig. 2, the casting opening 5 and the connecting port 6 form a non-square structure, the opening width of the casting opening 5 is equal to the diameter of the insertion hole 1, the opening depth of the connecting port 6 is twice of the opening depth of the casting opening 5, and the casting opening 5 and the connecting port 6 are used for enabling the two concrete block main bodies 3 to be arranged side by side, because the two concrete block main bodies 3 are not embedded with each other, in order to ensure that the two concrete block main bodies 3 form a whole, masonry mortar is not poured into the casting opening 5, the mortar flows into the connecting port 6 through the casting opening 5, and after solidification, the two concrete block main bodies 3 can be bonded with each other to form a whole.

In fig. 2, the length of the studs 7 is equal to the opening width of the connectors 6, the studs 7 are uniformly arranged on the side surface of the concrete block main body 3, the opening depth of the studs 8 is equal to the exposed length of the studs 7, and in order to prevent the concrete block main body 3 from being collided by external force or inclined due to masonry during masonry of the concrete block main body 3 before solidification of masonry mortar, the studs 7 on one side of the previous concrete block main body 3 and the studs 8 on one side of the next concrete block main body 3 are engaged to form a wall surface during masonry, so that impact resistance and straightness can be ensured.

In fig. 2, the thickness of the flanging 11 is half of the opening depth of the connecting port 6, the width of the flanging 11 is equal to the inner diameter of the connecting port 6, the flanging 11 is used for increasing friction force, and the concrete block main body 3 can be ensured to form an integral wall surface after masonry mortar is cast.

In fig. 2, a first reinforcing layer 12 is arranged on the upper layer of the concrete block main body 3, a second reinforcing layer 14 is arranged on the lower layer of the concrete block main body 3, an air-entrapping layer 13 is arranged between the second reinforcing layer 14 and the first reinforcing layer 12, the thickness of the first reinforcing layer 12 and the thickness of the second reinforcing layer 14 are one fifth of the total height of the concrete block main body 3, and the first reinforcing layer 12 and the second reinforcing layer 14 are used for ensuring the integrity of the air-entrapping layer 13 inside the concrete block main body 3 and preventing the air-entrapping layer 13 from being broken by external force.

The utility model discloses a theory of operation is: when the combined type concrete block is used, the concrete block main bodies 3 are arranged according to requirements, the embedded nails 7 on one side of the previous concrete block main body 3 are meshed with the embedded holes 8 on one side of the next concrete block main body 3, the masonry mortar is poured into the pouring gate 5, the mortar flows into the connecting ports 6 through the pouring gate 5, the two concrete block main bodies 3 can be bonded with each other to form a whole after solidification, the combination can effectively limit the twisting of the concrete blocks in all directions and cannot be twisted, so that the connection of the concrete blocks forms a whole, the effect of the concrete blocks is enhanced, then the concrete blocks are built on the upper surface, the tie bars are inserted into the insertion holes 1, the mortar is filled into the insertion holes 1 and is used for connecting wallboards formed by the whole concrete block main bodies 3 in series, and the concrete block main bodies 3 form a main body.

The above-mentioned, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims

1. The utility model provides a porous aerated concrete block of antidetonation reinforcement, includes concrete block main part (3), its characterized in that: jack (1) have been seted up at the top of concrete block main part (3), and the top edge symmetry of concrete block main part (3) has seted up a set of first lacing wire groove (2), a set of second lacing wire groove (4) have been seted up to the bottom symmetry of concrete block main part (3), pouring gate (5) have been seted up at one side top of concrete block main part (3), and the bottom equidistance of pouring gate (5) has seted up a set of connector (6), the gomphosis has stud (7) between connector (6), the opposite side of concrete block main part (3) is provided with holding tank (10), and the periphery of holding tank (10) is provided with turn-ups (11), and the opposite side surface of concrete block main part (3) has seted up and has inlayed hole (8).

2. An earthquake-resistant reinforced porous aerated concrete block according to claim 1, wherein the number of the jacks (1) is four, the four jacks (1) are symmetrically formed by taking a vertical bisector of the concrete block body (3) as an origin, and the four jacks (1) are formed in a penetrating manner.

3. An earthquake-resistant reinforced porous aerated concrete block according to claim 1, characterized in that the first lacing wire groove (2) is opened at the outer side of the insertion hole (1), the opening depth of the first lacing wire groove (2) is half of the diameter of the insertion hole (1), and the first lacing wire groove (2) and the second lacing wire groove (4) have the same structure.

4. An earthquake-resistant reinforced porous aerated concrete block according to claim 1, characterized in that the casting opening (5) and the connecting opening (6) form a non-square structure, the opening width of the casting opening (5) is equal to the diameter of the jack (1), and the opening depth of the connecting opening (6) is twice as large as the opening depth of the casting opening (5).

5. An earthquake-resistant reinforced porous aerated concrete block according to claim 1, wherein the length of the studs (7) is equal to the opening width of the connecting ports (6), the studs (7) are uniformly arranged on the side surface of the concrete block main body (3), and the opening depth of the studs (8) is equal to the exposed length of the studs (7).

6. An earthquake-resistant reinforced porous aerated concrete block according to claim 1, characterized in that: the thickness of the flanging (11) is half of the opening depth of the connecting port (6), and the width of the flanging (11) is equal to the inner diameter of the connecting port (6).

7. An earthquake-resistant reinforced cellular aerated concrete block according to claim 1, characterized in that a first reinforcing layer (12) is arranged on the upper layer of the concrete block body (3), a second reinforcing layer (14) is arranged on the lower layer of the concrete block body (3), an air-filling layer (13) is arranged between the second reinforcing layer (14) and the first reinforcing layer (12), and the thickness of the first reinforcing layer (12) and the second reinforcing layer (14) is one fifth of the total height of the concrete block body (3).