CN212836066U

CN212836066U - Effective earth masonry structure is mixed to antidetonation type

Info

Publication number: CN212836066U
Application number: CN202021345625.9U
Authority: CN
Inventors: 饶奕邦
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-07-10
Filing date: 2020-07-10
Publication date: 2021-03-30
Anticipated expiration: 2030-07-10

Abstract

The utility model relates to the technical field of concrete masonry, in particular to an effective anti-seismic concrete masonry structure, which comprises a concrete masonry, anti-seismic wallboards are bonded on the outer walls of the front side and the rear side of the concrete masonry, a plurality of buffer cavities are arranged inside the anti-seismic wallboards, the buffer cavities are arranged at equal intervals, springs are welded between the inner walls of the two sides of the buffer cavities, a plurality of reinforcing ribs are arranged inside the concrete masonry, the two ends of the reinforcing ribs extend to the outside of the concrete masonry, the reinforcing ribs are cylindrical, the top wall and the bottom wall of the anti-seismic wallboard are respectively provided with a rectangular lug, the rectangular lugs and the anti-seismic wallboard are in an integrated structure, the top and the bottom of the concrete masonry are respectively provided with an enclosing beam, one side of the anti-seismic wallboard, which is far away from the concrete masonry, is provided with an outer protective plate, the effective anti, prevent that the muddy earth brickwork from receiving vibrations and taking place to empty.

Description

Effective earth masonry structure is mixed to antidetonation type

Technical Field

The utility model relates to a mix earth brickwork technical field, specifically speaking relates to an effective antidetonation type mixes earth masonry structure.

Background

The concrete masonry is a novel building material, has lower dead weight than common bricks, can ensure the stability of the built wall, has the advantages of low manufacturing cost, environmental protection and the like, and is widely applied to building construction. However, the existing concrete masonry structure is poor in anti-seismic effect, and when an earthquake occurs, a wall body made of the concrete masonry is prone to toppling, so that people are injured by a crashing object, and the safety performance is poor. In view of this, we propose an effective earthquake-resistant concrete masonry structure.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an effective antidetonation type mixes earth masonry structure 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 an effective antidetonation type mixes earth masonry structure, includes and mixes the earth brickwork, it has the antidetonation wallboard all to bond on the both sides outer wall around the earth brickwork to mix, a plurality of cushion chambers have been seted up to the inside of antidetonation wallboard, and is a plurality of be equidistant arranging between the cushion chamber, the welding has the spring between the both sides inner wall in cushion chamber, the inside of mixing the earth brickwork is equipped with a plurality of strengthening ribs, the both ends of strengthening rib all extend to mix the outside of earth brickwork, the shape of strengthening rib is the cylinder type, the roof and the diapire of antidetonation wallboard all are equipped with rectangular convex block, rectangular convex block with the antidetonation wallboard is integrated into one piece structure, the top and the bottom of mixing the earth brickwork all are equipped with the enclosing beam, the.

Preferably, a plurality of circular holes are formed in the outer wall of one side, close to each other, of each girt beam, the size of each reinforcing rib is matched with that of each circular hole, and the reinforcing ribs are inserted into the circular holes and tightly welded with the girt beams.

Preferably, two rectangular grooves are symmetrically formed in the outer wall of one side, close to each other, of each of the two girding beams, the positions, located on the two sides of the circular hole, of each of the two girding beams are matched with the size of each of the rectangular grooves, and the rectangular protrusions are inserted into the rectangular grooves and tightly welded with the girding beams.

Preferably, the outer protection shield deviates from a plurality of bar grooves have been seted up on one side outer wall of antidetonation wallboard, two first through-holes have been seted up on the inner wall in bar groove, the bar inslot still is equipped with the bar shaped plate, two second through-holes have been seted up to the inside of bar shaped plate.

Preferably, a plurality of threaded columns are fixed on the outer wall of one side, close to the outer protection plate, of the anti-seismic wallboard through bolts, and the tail ends of the threaded columns penetrate through the first through hole and the second through hole and are in threaded connection with locking nuts.

Preferably, the size of the strip-shaped plate is matched with that of the strip-shaped groove.

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

this earth masonry structure is mixed to effective antidetonation type, through antidetonation wallboard, outer protection shield and the setting of enclosing the roof beam, fine antidetonation effect has, and shock resistance is good, can carry out fine protection to the outside of mixing the earth brickwork simultaneously, prevents to mix the earth brickwork and takes place to empty, has solved current earth masonry structure that mixes, and the antidetonation effect is relatively poor, and when taking place the earthquake, the wall body that mixes the earth brickwork and make takes place to empty very easily to injure personnel by a crashing object, the relatively poor problem of security performance.

Drawings

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

FIG. 2 is a schematic structural view of the concrete masonry of the present invention;

fig. 3 is a schematic structural view of the anti-seismic wall panel of the present invention;

FIG. 4 is a schematic cross-sectional view of the anti-seismic wall panel of the present invention;

fig. 5 is an enlarged schematic view of a portion a of fig. 4 according to the present invention;

fig. 6 is a schematic view of a partial structure of the outer protection plate in the present invention;

fig. 7 is a schematic structural view of the middle girt of the present invention.

In the figure: 1. concrete masonry is adopted; 10. reinforcing ribs; 11. an anti-seismic wall panel; 110. a rectangular bump; 111. a threaded post; 112. locking the nut; 113. a buffer chamber; 114. a spring; 12. an outer protective plate; 120. a strip-shaped groove; 1200. a first through hole; 2. a girth beam; 20. a circular hole; 21. a rectangular groove; 3. a strip plate; 30. a second via.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.

Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.

Referring to fig. 1-7, the present invention provides a technical solution:

the utility model provides an effective antidetonation type mixes earth masonry structure, including mixing earth masonry 1, it has antidetonation wallboard 11 all to bond on the both sides outer wall around earth masonry 1 to mix, a plurality of cushion chambers 113 have been seted up to antidetonation wallboard 11's inside, and be equidistant arranging between a plurality of cushion chambers 113, the welding has spring 114 between the both sides inner wall of cushion chamber 113, the inside of mixing earth masonry 1 is equipped with a plurality of strengthening ribs 10, the both ends of strengthening rib 10 all extend to the outside of mixing earth masonry 1, the shape of strengthening rib 10 is the cylinder type, the roof and the diapire of antidetonation wallboard 11 all are equipped with rectangular convex block 110, rectangular convex block 110 and antidetonation wallboard 11 are the integrated into one piece structure, the top and the bottom of mixing earth masonry 1 all are equipped with surrounding beam 2, one side that antidetonation wallboard 11 deviates from.

In this embodiment, a plurality of circular ports 20 have all been seted up on the one side outer wall that two enclose roof beam 2 are close to each other, the size of strengthening rib 10 and the size looks adaptation of circular port 20, and strengthening rib 10 peg graft in circular port 20 and with enclose between the roof beam 2 closely weld, can fix the both ends of strengthening rib 10 in circular port 20 to can make the stable fixing of muddy earth brickwork 1 between two enclose roof beams 2, strengthening rib 10 can strengthen muddy earth brickwork 1 self intensity.

Specifically, two rectangle recesses 21 have been seted up to the bilateral symmetry that lies in circular port 20 on the one side outer wall that two enclose roof beam 2 are close to each other, the size of rectangle lug 110 and the size looks adaptation of rectangle recess 21, and the rectangle lug 110 peg graft in rectangle recess 21 and with enclose between the roof beam 2 closely weld, can fix rectangle lug 110 in rectangle recess 21 to can make fixing firmly on enclosing roof beam 2 of antidetonation wallboard 11.

Further, a plurality of bar grooves 120 have been seted up on one side outer wall that outer protection shield 12 deviates from antidetonation wallboard 11, have seted up two first through-holes 1200 on the inner wall of bar groove 120, still are equipped with bar 3 in the bar groove 120, and two second through-holes 30 have been seted up to bar 3's inside. The size of strip shaped plate 3 and the size looks adaptation of bar groove 120 are convenient for arrange strip shaped plate 3 stable in bar groove 120.

In addition, be equipped with a plurality of screw thread posts 111 through the bolt fastening on the wall of antidetonation wallboard 11 near one side of outer protection shield 12, the end of screw thread post 111 passes first through-hole 1200 and second through-hole 30 and threaded connection has lock nut 112, extrudes outer protection shield 12 laminating on antidetonation wallboard 11 for screw thread post 111 passes first through-hole 1200 and second through-hole 30, screws up lock nut 112, can be with stable the fixing on antidetonation wallboard 11 of outer protection shield 12.

The effective antidetonation type of this embodiment mixes earth masonry structure when using, will mix earth masonry 1 earlier, antidetonation wallboard 11, outer protection shield 12 and enclose roof beam 2 and connect as shown in fig. 1, can be with mixing 1 stable fixed of earth masonry, when mixing 1 near emergence vibrations of earth masonry, antidetonation wallboard 11 can play fine antidetonation effect, prevent that earth masonry 1 from taking place to empty, can protect through the outside of outer protection shield 12 to anti-seismic wallboard 11, prevent that anti-seismic wallboard 11 from receiving the collision and taking place the damage.

The foregoing shows and describes the general principles, essential features, and advantages of the invention. It should be understood by those skilled in the art that the present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only preferred examples of the present invention, and is not intended to limit the present invention, and that the present invention can have various changes and modifications without departing from the spirit and scope of the present invention, and these changes and modifications all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides an effective antidetonation type concrete masonry structure, includes concrete brickwork (1), its characterized in that: anti-seismic wallboards (11) are bonded on the outer walls of the front side and the rear side of the concrete masonry body (1), a plurality of buffer cavities (113) are arranged inside the anti-seismic wallboards (11), the plurality of buffer cavities (113) are arranged at equal intervals, springs (114) are welded between the inner walls of the two sides of the buffer cavities (113), a plurality of reinforcing ribs (10) are arranged inside the concrete masonry body (1), two ends of each reinforcing rib (10) extend to the outside of the concrete masonry body (1), the reinforcing ribs (10) are cylindrical, rectangular convex blocks (110) are arranged on the top wall and the bottom wall of the anti-seismic wallboard (11), the rectangular convex blocks (110) and the anti-seismic wallboard (11) are of an integrally formed structure, the top and the bottom of the concrete masonry body (1) are both provided with surrounding beams (2), antidetonation wallboard (11) deviate from one side of muddy earth brickwork (1) is equipped with outer protection shield (12).

2. An effective earthquake-resistant concrete masonry structure according to claim 1, characterised in that: two all seted up a plurality of circular ports (20) on enclosing roof beam (2) one side outer wall that is close to each other, the size of strengthening rib (10) with the size looks adaptation of circular port (20), just strengthening rib (10) peg graft in circular port (20) and with between enclosing roof beam (2) closely weld.

3. An effective earthquake-resistant concrete masonry structure according to claim 2, characterised in that: two rectangular grooves (21) are symmetrically formed in the outer wall of one side, close to each other, of each girt (2), the positions, located on the two sides of the circular hole (20), of each girt are matched with the size of each rectangular groove (21), and the rectangular protrusions (110) are inserted into the rectangular grooves (21) and are tightly welded with the girts (2).

4. An effective earthquake-resistant concrete masonry structure according to claim 1, characterised in that: outer protection shield (12) deviate from a plurality of bar grooves (120) have been seted up on one side outer wall of antidetonation wallboard (11), two first through-holes (1200) have been seted up on the inner wall of bar groove (120), still be equipped with bar shaped plate (3) in bar groove (120), two second through-holes (30) have been seted up to the inside of bar shaped plate (3).

5. An effective earthquake-resistant concrete masonry structure according to claim 4, characterised in that: antidetonation wallboard (11) are close to be fixed with a plurality of screw thread posts (111) through the bolt on the one side outer wall of outer protection plate (12), the end of screw thread post (111) passes first through-hole (1200) and second through-hole (30) and threaded connection have lock nut (112).

6. An effective earthquake-resistant concrete masonry structure according to claim 4, characterised in that: the size of the strip-shaped plate (3) is matched with that of the strip-shaped groove (120).