CN219931311U

CN219931311U - Connection structure of building block wall and concrete wall

Info

Publication number: CN219931311U
Application number: CN202320775542.0U
Authority: CN
Inventors: 葛媛媛; 王淑梅; 杨兴香; 闫恺
Original assignee: Tianjin Huahui Engineering Architectural Design Co ltd
Current assignee: Tianjin Huahui Engineering Architectural Design Co ltd
Priority date: 2023-04-10
Filing date: 2023-04-10
Publication date: 2023-10-31
Anticipated expiration: 2033-04-10

Abstract

The utility model discloses a connection structure of a block wall and a concrete wall, which comprises the block wall, wherein a space is arranged between the block wall and the concrete wall; the damping layer is adhered to the side face of the block wall; the heat insulation layer is adhered to the side face of the shock absorption layer; the benzene board is adhered between the heat insulation layer and the concrete wall; the tie bars penetrate through the shock absorption layer, the heat preservation layer and the benzene plate and are connected between the concrete wall and the building block wall. The space is reserved between the block wall and the concrete wall, and then the damping layer and the benzene plate are bonded, so that when the block wall is damaged, the concrete wall cannot be influenced because of not being rigidly connected, meanwhile, the tie bars and the anchors are kept unchanged, the plane constraint of the block wall is continuously maintained under normal conditions, and the influence on the reduction of the service cycle of the concrete wall is reduced.

Description

Connection structure of building block wall and concrete wall

Technical Field

The utility model relates to the field of connecting structures, in particular to a connecting structure of a block wall and a concrete wall.

Background

The concrete wall is characterized in that the concrete wall is completely connected with the concrete wall through cement mortar without gaps, meanwhile, transverse tie bars are arranged in the concrete wall, tie bars are drilled and implanted into the concrete wall, the tie bars are used for carrying out plane constraint on the concrete wall, the whole concrete wall is rigidly connected after construction is completed, if the concrete wall is damaged, load can be generated on the concrete wall due to the rigid connection, and accordingly the service cycle of the concrete wall is reduced.

Disclosure of Invention

In view of the foregoing drawbacks or shortcomings in the prior art, it is desirable to provide a connection structure of a masonry wall to a concrete wall that normally continues to maintain planar constraints of the masonry wall, reducing the impact on the life cycle tradeoff of the concrete wall.

According to the technical scheme provided by the embodiment of the utility model, the connecting structure of the block wall and the concrete wall comprises the block wall, wherein a space is arranged between the block wall and the concrete wall; the concrete wall is of a horizontal structure and is a shock absorption layer, and the shock absorption layer is adhered to the side face of the concrete wall; the heat insulation layer is adhered to the side face of the shock absorption layer; the heat insulation layer is positioned between the shock absorption layer and the benzene plate, the shock absorption layer is a perlite plate, the heat insulation layer is a polystyrene plate and the benzene plate is adhered between the heat insulation layer and the concrete wall; tie bar, tie bar pass the buffer layer the heat preservation the benzene board is connected the concrete wall with between the building block wall, tie bar includes horizontal muscle and indulges the muscle, indulge the muscle with horizontal muscle welding, the tip of horizontal muscle is located the inside of building block wall, indulge the muscle and be located the inside of concrete wall, the tip of horizontal muscle passes the benzene board the heat preservation with the buffer layer, the length of horizontal muscle is greater than the length of concrete wall.

In summary, the utility model has the following beneficial effects: the space is reserved between the block wall and the concrete wall, and then the damping layer and the benzene plate are bonded, so that when the block wall is damaged, the concrete wall cannot be influenced because of not being rigidly connected, meanwhile, the tie bars and the anchors are kept unchanged, the plane constraint of the block wall is continuously maintained under normal conditions, and the influence on the reduction of the service cycle of the concrete wall is reduced.

Drawings

Other features, objects and advantages of the present utility model will become more apparent upon reading of the detailed description of non-limiting embodiments, made with reference to the accompanying drawings in which:

fig. 1 is a schematic cross-sectional structure of the present utility model.

Reference numerals in the drawings: 1. a block wall; 2. a concrete wall; 3. benzene board; 4. a tie bar; 5. transverse ribs; 6. longitudinal ribs; 7. a shock absorbing layer; 8. and a heat preservation layer.

Detailed Description

The utility model is described in further detail below with reference to the drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the utility model and are not limiting of the utility model. It should be noted that, for convenience of description, only the portions related to the utility model are shown in the drawings.

It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other. The utility model will be described in detail below with reference to the drawings in connection with embodiments.

Referring to fig. 1, a connection structure of a block wall and a concrete wall includes a block wall 1, wherein a space is provided between the block wall 1 and the concrete wall 2; the shock absorption layer 7 is adhered to the side surface of the block wall 1; the heat preservation layer 8 is adhered to the side face of the shock absorption layer 7; the benzene board 3 is adhered between the heat insulation layer 8 and the concrete wall 2; the tie bars 4 penetrate through the shock absorption layer 7, the heat preservation layer 8 and the benzene board 3 to be connected between the concrete wall 2 and the block wall 1.

As shown in fig. 1, the block walls 1 are respectively located at the left and right sides of the concrete wall 2, and the block walls 1 at the left and right sides are parallel to each other.

As shown in fig. 1, the concrete wall 2 is in a horizontal structure, the heat-insulating layer 8 is located between the shock-absorbing layer 7 and the benzene board 3, the benzene board 3 is a white object which is formed by heating expandable polystyrene beads containing volatile liquid foaming agents, is heated and pre-expanded in a mold, has the structural characteristics of fine closed pores, and has good shock-proof performance. The tie bar 4 comprises transverse bars 5 and longitudinal bars 6, and the longitudinal bars 6 are welded with the transverse bars 5.

As shown in fig. 1, the ends of the transverse bars 5 are positioned inside the block wall 1, and the longitudinal bars 6 are positioned inside the concrete wall 2. The end parts of the transverse ribs 5 penetrate through the benzene plate 3, the heat preservation layer 8 and the shock absorption layer 7, and the length of the transverse ribs 5 is larger than that of the concrete wall 2, so that plane constraint of the masonry wall can be maintained.

As shown in FIG. 1, the shock-absorbing layer 7 is a perlite plate, the volume weight is light, the shock-absorbing performance is good, the heat-insulating layer 8 is a polystyrene plate, the polystyrene plate is mainly made of polystyrene, the polystyrene is originally an excellent low-heat-conductivity raw material, and the polystyrene is extruded in an auxiliary manner to form a compact honeycomb structure, so that heat conduction is effectively prevented, and the heat-insulating layer has good heat-insulating performance.

When in use, the utility model is characterized in that: the space is reserved between the block wall 1 and the concrete wall 2, and the damping layer 7 and the benzene plate 3 are bonded again, so that when the block wall 1 is damaged, the concrete wall 2 cannot be influenced due to non-rigid connection, meanwhile, the tie bars 4 and the anchors are kept unchanged, the plane constraint of the block wall 1 is continuously maintained under normal conditions, the influence on the reduction of the service cycle of the concrete wall 2 is reduced, meanwhile, the heat insulation layer 8 is bonded, and the heat insulation performance of the joint can be improved.

The above description is only illustrative of the preferred embodiments of the utility model and the technical principles employed. Meanwhile, the scope of the utility model is not limited to the technical scheme formed by the specific combination of the technical features, and other technical schemes formed by any combination of the technical features or the equivalent features thereof without departing from the inventive concept are also covered. Such as the above-mentioned features and the technical features disclosed in the present utility model (but not limited to) having similar functions are replaced with each other.

Claims

1. A connection structure of a block wall and a concrete wall is characterized in that: comprising the steps of (a) a step of,

the concrete wall comprises a block wall (1), wherein a space is arranged between the block wall (1) and a concrete wall (2);

the damping layer (7) is adhered to the side surface of the block wall (1);

the heat insulation layer (8) is adhered to the side surface of the shock absorption layer (7);

the benzene board (3), the said benzene board (3) bonds between said heat-insulating layer (8) and said concrete wall (2);

the tie bar (4), the tie bar (4) passes through the shock-absorbing layer (7), the heat-insulating layer (8) and the benzene plate (3) are connected between the concrete wall (2) and the block wall (1).

2. The connection structure of a block wall and a concrete wall according to claim 1, characterized in that: the block walls (1) are respectively positioned at the left side and the right side of the concrete wall (2), and the block walls (1) at the left side and the right side are mutually parallel.

3. The connection structure of a block wall and a concrete wall according to claim 1, characterized in that: the concrete wall (2) is of a horizontal structure, and the heat preservation layer (8) is located between the shock absorption layer (7) and the benzene plate (3).

4. The connection structure of a block wall and a concrete wall according to claim 1, characterized in that: the tie bar (4) comprises a transverse bar (5) and a longitudinal bar (6), and the longitudinal bar (6) is welded with the transverse bar (5).

5. The structure for connecting a block wall to a concrete wall according to claim 4, wherein: the end parts of the transverse ribs (5) are located in the block wall (1), and the longitudinal ribs (6) are located in the concrete wall (2).

6. The structure for connecting a block wall to a concrete wall according to claim 4, wherein: the end parts of the transverse ribs (5) penetrate through the benzene plate (3), the heat preservation layer (8) and the shock absorption layer (7), and the length of the transverse ribs (5) is larger than that of the concrete wall (2).

7. The connection structure of a block wall and a concrete wall according to claim 1, characterized in that: the shock-absorbing layer (7) is a perlite plate, and the heat-insulating layer (8) is a polystyrene plate.