CN218933506U

CN218933506U - Wall body anti-seismic mechanism is built in room

Info

Publication number: CN218933506U
Application number: CN202223002440.XU
Authority: CN
Inventors: 单叶民; 欧伟涛; 谭彬; 陈丽; 李曼曼
Original assignee: Anhui Bohuan Construction Co ltd
Current assignee: Tibet Zhenyu Shock Absorption Technology Co ltd
Priority date: 2022-11-11
Filing date: 2022-11-11
Publication date: 2023-04-28
Anticipated expiration: 2032-11-11

Abstract

The utility model belongs to the technical field of anti-seismic walls, and particularly relates to a house building wall anti-seismic mechanism, which comprises a frame assembly, wherein the frame assembly comprises upright posts, cross beams are fixedly connected to two ends of each upright post, clamping assemblies are clamped on the side surfaces of the cross beams, air-entrapping bricks are arranged at the top of each clamping assembly, a plurality of air-entrapping bricks are arranged, the air-entrapping bricks are mutually clamped, tie bars are fixedly connected to the side surfaces of the upright posts, the tie bars are mutually clamped with the air-entrapping bricks, and a baffle is arranged at one end of each air-entrapping brick; the tie bars and the baffle plates can enable connection between the aerated bricks and the upright posts to be more stable, and the structural design can improve the connection stability between the aerated bricks and the frame assembly, so that the shock resistance of a wall body formed by the aerated bricks can be improved.

Description

Wall body anti-seismic mechanism is built in room

Technical Field

The utility model belongs to the technical field of wall seismic resistance, and particularly relates to a house building wall seismic resistance mechanism.

Background

The construction of the frame structure has a light weight but does not affect rigidity and strength, and is thus widely used; the frame is a structure formed by rigidly connecting or hinging the beams and the columns to form a bearing system, namely the frame formed by the beams and the columns bears horizontal load and vertical load in the use process, the building wall of the frame structure does not bear load and only plays roles of enclosing and separating, and the frame is generally constructed or assembled by precast aerated concrete, expanded perlite, hollow bricks or porous bricks, pumice, vermiculite, ceramsite and other light plates;

however, the wall bodies in the framework structure building are built up later according to the design requirement, and the wall bodies are formed by bonding concrete due to the connection between the wall bodies and the framework, and in addition, the contact surface between the aerated bricks forming the wall bodies and the framework is small, so that the built-up wall bodies are difficult to resist transverse waves of an earthquake when the earthquake occurs.

Disclosure of Invention

The utility model aims to provide a house wall anti-seismic mechanism, which aims to solve the problem that the wall bodies in the frame structure building provided in the background art are built according to the design requirement in the later period, the wall bodies are formed by bonding concrete due to the connection with frames, the contact surface between aerated bricks forming the wall bodies and the frames is small, and the built wall bodies are difficult to resist transverse waves of an earthquake when the earthquake occurs.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the utility model provides a wall body antidetonation mechanism is built in room, includes the frame assembly, the frame assembly includes the stand, the equal fixedly connected with crossbeam in both ends of stand, the opposite side of two crossbeams of side is provided with the block subassembly, two relative evenly distributed has the air entrainment brick between the block subassembly the side block of crossbeam has the block subassembly, the top of block subassembly is provided with the air entrainment brick, the quantity of air entrainment brick sets up to a plurality ofly, and a plurality of the mutual block between the air entrainment brick, the side fixedly connected with drawknot muscle of stand, drawknot muscle with the mutual block between the air entrainment brick, the one end of air entrainment brick is provided with the baffle.

Further, the number of the tie bars corresponds to that of the aerated bricks, the side surfaces of the baffle plate are provided with positioning holes in a penetrating mode, and the positioning holes correspond to the tie bars.

Further, the clamping assembly comprises a transverse plate, and side plates are fixedly connected to two sides of the transverse plate.

Further, the bottom fixedly connected with concatenation arch of air entrainment brick, and the top of air entrainment brick seted up with the concatenation recess of the mutual block of concatenation arch.

Further, a clamping groove is formed in the bottom of the splicing groove.

Further, sealing plates are arranged on two sides of the upright post, the sealing plates are fixedly connected with the aerated bricks, and protruding heads are fixedly connected to two ends of the sealing plates.

Compared with the prior art, the utility model has the beneficial effects that: because the adjacent aerated bricks are connected in a mutually clamping manner, the bonding manner is firmer relative to the bonding manner of concrete; the connection between the aerated brick and the cross beam is more stable due to the arrangement of the clamping assembly; the tie bars and the baffle plates can enable connection between the aerated bricks and the upright posts to be more stable, and the structural design can improve the connection stability between the aerated bricks and the frame assembly, so that the shock resistance of a wall body formed by the aerated bricks can be improved.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a schematic diagram of a split structure of the present utility model;

FIG. 3 is a schematic view of the structure of the frame assembly of the present utility model;

FIG. 4 is a schematic structural view of an aerated brick of the present utility model;

FIG. 5 is a schematic view of a structure of the engaging assembly of the present utility model;

fig. 6 is a schematic structural view of a baffle plate according to the present utility model.

In the drawings, the list of components represented by the various numbers is as follows:

1. a frame assembly; 11. a tie bar; 12. a column; 13. a cross beam; 2. a clamping assembly; 21. a cross plate; 22. a side plate; 3. a sealing plate; 31. a nose; 4. aerated brick; 41. splicing bulges; 42. a splice groove; 421. a clamping groove; 5. a baffle; 51. and positioning holes.

Detailed Description

The present utility model will be specifically described with reference to examples below in order to make the objects and advantages of the present utility model more apparent. It should be understood that the following text is intended to describe only one or more specific embodiments of the utility model and does not limit the scope of the utility model strictly as claimed.

Referring to fig. 1-6, a wall body anti-seismic mechanism is built in a house, which comprises a frame assembly 1, wherein the frame assembly 1 comprises a stand column 12, two ends of the stand column 12 are fixedly connected with a cross beam 13, the side face of the cross beam 13 is clamped with a clamping assembly 2, the top of the clamping assembly 2 is provided with air-entrapping bricks 4, the number of the air-entrapping bricks 4 is multiple, the air-entrapping bricks 4 are mutually clamped, the side face of the stand column 12 is fixedly connected with a tie bar 11, the tie bar 11 is mutually clamped with the air-entrapping bricks 4, and one end of the air-entrapping bricks 4 is provided with a baffle 5.

According to the structure, because the adjacent aerated bricks 4 are connected in a mutually clamping manner, the bonding manner is firmer relative to the bonding manner of concrete; due to the arrangement of the clamping assembly 2, the connection between the aerated brick 4 and the cross beam 13 can be more stable; the drawknot ribs 11 and the baffle plates 5 can enable the connection between the aerated bricks 4 and the upright posts 12 to be firmer, and the structural design can improve the connection stability between the aerated bricks 4 and the frame assembly 1, so that the shock resistance of the wall body formed by the aerated bricks 4 can be improved.

Referring to fig. 2, 3, 4 and 6, the number of tie bars 11 corresponds to that of the aerated bricks 4, and the side surface of the baffle 5 is provided with positioning holes 51 in a penetrating way, and the positioning holes 51 correspond to the tie bars 11; due to the arrangement between the tie bars 11 and the baffle plates 5, the positions of the aerated bricks 4 can be reinforced, so that the connection between the aerated bricks 4 and the upright posts 12 is more stable.

Referring to fig. 5, the clamping assembly 2 includes a transverse plate 21, and two sides of the transverse plate 21 are fixedly connected with side plates 22; due to the arrangement of the side plates 22, the two sides of the aerated brick 4 and the two sides of the cross beam 13 can be clamped, so that the aerated brick 4 and the cross beam 13 can be connected more firmly.

Wherein, the transverse plate 21 on one side of the clamping assembly 2 is higher than the surface of the aerated brick 4, so that the transverse plate 21 on the side protrudes out of the aerated brick 4.

Referring to fig. 4, a splicing protrusion 41 is fixedly connected to the bottom of the aerated brick 4, and a splicing groove 42 which is mutually clamped with the splicing protrusion 41 is formed in the top of the aerated brick 4; due to the arrangement of the splicing grooves 42 and the splicing protrusions 41, the adjacent aerated bricks 4 can be connected in a mutually clamping manner.

Referring to fig. 4, a clamping groove 421 is formed at the bottom of the splicing groove 42; the air-entrained bricks 4 and the tie bars 11 can be mutually clamped due to the arrangement of the clamping grooves 421.

Referring to fig. 1 and 2, sealing plates 3 are arranged on two sides of a column 12, the sealing plates 3 are fixedly connected with air-entrained bricks 4, and raised heads 31 are fixedly connected to two ends of the sealing plates 3;

further, the thickness of the sealing plate 3 is consistent with the thickness of the transverse plate 21 on the protruding side, when the sealing plate 3 is mounted on the air-entrained bricks 4, the clamping assembly 2 is attached to the sealing plate 3 to form a complete plane, and due to the arrangement of the sealing plate 3, the side face of the wall body formed by the air-entrained bricks 4 can be sealed and reinforced, so that the side face of the wall body formed by the air-entrained bricks 4 is reinforced.

The working principle of the utility model is as follows: when the air-entrained brick 4 is installed, the tie bar 11 passes through the clamping groove 421, the baffle 5 is installed at one end of the air-entrained brick 4, and when the baffle 5 is installed, the tie bar 11 passes through the positioning hole 51 and is fixed by using a nut; finally, the sealing plate 3 is arranged on the side surface of the wall body formed by the aerated bricks 4.

The foregoing is merely a preferred embodiment of the present utility model and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present utility model, which are intended to be comprehended within the scope of the present utility model. Structures, devices and methods of operation not specifically described and illustrated herein, unless otherwise indicated and limited, are implemented according to conventional means in the art.

Claims

1. The utility model provides a wall body antidetonation mechanism is built in room, includes frame assembly (1), its characterized in that: the frame assembly (1) comprises an upright post (12), two ends of the upright post (12) are fixedly connected with cross beams (13), clamping assemblies (2) are arranged on opposite sides of the two cross beams (13) on the side edges, air-entrapping bricks (4) and a plurality of air-entrapping bricks (4) are uniformly distributed between the clamping assemblies (2), drawknot ribs (11) are fixedly connected to the side faces of the upright post (12), the drawknot ribs (11) are mutually clamped with the air-entrapping bricks (4), and a baffle (5) is arranged at one end of each air-entrapping brick (4).

2. A building wall seismic mechanism according to claim 1, wherein: the number of the tie bars (11) and the aerated bricks (4) are mutually corresponding, positioning holes (51) are formed in the side face of the baffle plate (5) in a penetrating mode, and the positioning holes (51) and the tie bars (11) are mutually corresponding.

3. A building wall seismic mechanism according to claim 1, wherein: the clamping assembly (2) comprises a transverse plate (21), and side plates (22) are fixedly connected to two sides of the transverse plate (21).

4. A building wall seismic mechanism according to claim 1, wherein: the bottom of air entrainment brick (4) fixedly connected with concatenation arch (41), and splice recess (42) with the mutual block of concatenation arch (41) are seted up at the top of air entrainment brick (4).

5. The building wall anti-seismic mechanism of claim 4, wherein: a clamping groove (421) is formed in the bottom of the splicing groove (42).

6. A building wall seismic mechanism according to claim 1, wherein: the two sides of the upright post (12) are respectively provided with a sealing plate (3), the sealing plates (3) and the aerated bricks (4) are fixedly connected, and the two ends of the sealing plates (3) are respectively fixedly connected with a raised head (31).