CN214143828U

CN214143828U - Stone floor tile ground settlement joint

Info

Publication number: CN214143828U
Application number: CN202022847563.8U
Authority: CN
Inventors: 金星; 丁骥; 吕斌; 黄建国; 吴刚
Original assignee: Hollymate Decoration Design & Construction Co ltd
Current assignee: Hollymate Decoration Design & Construction Co ltd
Priority date: 2020-12-01
Filing date: 2020-12-01
Publication date: 2021-09-07
Anticipated expiration: 2030-12-01

Abstract

The utility model relates to a settlement joint for stone floor tiles, which comprises a plurality of groups of reinforced concrete base materials; setting a settlement joint between two adjacent groups of reinforced concrete base materials; filling flame-retardant cotton in the settlement joint; an adhesive layer is arranged on the reinforced concrete base material; paving a cement mortar leveling layer on the bonding layer; paving a bonding layer on the cement mortar leveling layer; paving a finishing layer on the adhesive layer; laying a waterproof insulating layer on the reinforced concrete substrate, wherein the waterproof insulating layer is sunken in the settlement joint and is abutted against the flame-retardant cotton; and a layer of plain cement paste is smeared between the reinforced concrete base material and the waterproof insulating layer. The utility model discloses simplify the process of site operation, optimize construction process, reduce the ground damage of later stage because of subsiding the production.

Description

Stone floor tile ground settlement joint

Technical Field

The utility model relates to a construction technical field, in particular to stone material ceramic tile ground subsiding crack.

Background

The settlement joint is a vertical joint provided to prevent the house from being damaged due to uneven settlement of the foundation of each part of the building. When the height, load and structural form of adjacent parts of the house are very different and the foundation is weak, the house may be unevenly settled, so that some weak parts are cracked. For this reason, settlement joints should be provided at appropriate positions such as complicated plane or body turns, height changes, loads, compressibility of the foundation, and methods of foundation treatment, which are significantly different.

The existing settlement joint has the following defects:

1. in the existing settlement joint method, due to the overlapped combination of the surface stones, the stones arch if settlement occurs; 2. the original method has many processes, the cost for customizing the finished expansion joint mould is high, and the repair and the maintenance are easy in the later period.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model discloses a stone material ceramic tile ground subsiding crack.

The utility model discloses the technical scheme who adopts as follows:

a settlement joint for stone floor tiles comprises a plurality of groups of reinforced concrete base materials; setting a settlement joint between two adjacent groups of reinforced concrete base materials; flame-retardant cotton is filled in the settlement joint; an adhesive layer is arranged on the reinforced concrete base material; paving a cement mortar leveling layer on the bonding layer; a bonding layer is laid on the cement mortar leveling layer; a finishing layer is laid on the adhesive layer; a waterproof insulating layer is laid on the reinforced concrete base material, and the waterproof insulating layer is sunken in the settlement joint and abuts against the flame-retardant cotton; and a layer of plain cement paste is smeared between the reinforced concrete base material and the waterproof insulating layer.

The method is further technically characterized in that: the waterproof insulating layer is fixed on the surface of the reinforced concrete base material through bolts, and an embossed steel plate is arranged on the waterproof insulating layer.

The method is further technically characterized in that: the thickness of the embossed steel plate is 10 mm.

The method is further technically characterized in that: and a plurality of thread thin steel bars are arranged on the embossed steel plate.

The method is further technically characterized in that: the intervals among the plurality of the thread steel bars are the same.

The method is further technically characterized in that: the veneer layer comprises a plurality of bricks or a plurality of stones; and a gap is reserved between two adjacent bricks or two adjacent stones, and the gap is filled with a gap filler.

The utility model has the advantages as follows:

the utility model is suitable for a ground settlement joint between building. The utility model discloses a subsiding crack is simpler and more convenient than traditional construction process, saves the expense, easy operation, and the modern design is difficult for causing the damage, reduces the later stage maintenance of doing over again.

The utility model discloses avoid the structure because of load or the uneven settlement that takes place of ground bearing capacity, produce anomalous many places crack, and make the structure destroy.

The utility model discloses can inject the structure thing and take place neat, the crack of rigidity to can handle settlement joint department in advance.

Drawings

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

In the figure: 1. vegetable cement slurry; 2. an adhesive layer; 3. a finishing layer; 4. embossing the steel plate; 5. thread steel bar; 6. a caulking agent; 7. leveling layer of cement mortar; 8. a reinforced concrete base material; 9. a waterproof insulating layer; 10. and (4) flame-retardant cotton.

Detailed Description

The foregoing and other features, aspects and utilities of the present invention will be apparent from the following detailed description of the embodiments, which is to be read in connection with the accompanying drawings. Directional terms as referred to in the following examples, for example: up, down, left, right, front or rear, etc., are simply directions with reference to the drawings. Therefore, the directional terminology used is for the purpose of description and is not intended to be limiting, and moreover, like reference numerals will be used to refer to like elements throughout.

The following describes a specific embodiment of the present embodiment with reference to the drawings.

Fig. 1 is a schematic view of the present invention. As shown in fig. 1, the settlement joint for the floor of the stone floor tile comprises a plurality of groups of reinforced concrete substrates 8. And a settlement joint is arranged between two adjacent groups of reinforced concrete base materials 8. The settlement joint is filled with flame-retardant cotton 10. The bonding layer 2 is disposed on the reinforced concrete base material 8. And a cement mortar leveling layer 7 is laid on the bonding layer 2. The bonding layer 2 is laid on the cement mortar leveling layer 7. A facing layer 3 is laid on the adhesive layer 2. The veneer layer 3 comprises a plurality of bricks or a plurality of stones. A gap is reserved between two adjacent bricks or two adjacent stones, and the gap is filled with a gap filling agent 6. And a waterproof insulating layer 9 is laid on the reinforced concrete base material 8, and the waterproof insulating layer 9 is sunken and abutted to the flame-retardant cotton 10 at the settlement joint. And a plain cement paste 1 is smeared between the reinforced concrete base material 8 and the waterproof insulating layer 9. Preferably, the vegetable cement slurry 1 is doped with construction glue.

The waterproof insulating layer 9 is fixed on the surface of the reinforced concrete base material 8 through bolts, and the embossed steel plate 4 is arranged on the waterproof insulating layer 9. In this embodiment, the thickness of the embossed steel plate 4 is 10 mm. A plurality of thread steel bars 5 are arranged on the embossed steel plate 4. The intervals between the plurality of the twisted steel bars 5 are the same. The straight line of the length of the thread steel bar 5 and the straight line of the length of the settlement joint are parallel to each other.

The utility model discloses an installation principle as follows:

the settlement joint seam of the reinforced concrete substrate 8 is plugged by adopting flame-retardant cotton 10, a waterproof insulating layer 9 is paved on the settlement joint seam, a layer of embossed steel plate 4 is added, and a thread thin steel bar 5 is added on the embossed steel plate 4, so that the veneer layer 3 is easier to be paved.

In the description of the embodiments of the present invention, it should be further noted that unless explicitly stated or limited otherwise, the terms "disposed" and "connected" should be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

The above description is for the purpose of explanation and not limitation of the invention, which is defined in the claims, and any modifications may be made without departing from the basic structure of the invention.

Claims

1. The utility model provides a stone material ceramic tile ground subsiding crack which characterized in that: comprises a plurality of groups of reinforced concrete base materials (8); settlement joints are arranged between two adjacent groups of reinforced concrete base materials (8); flame-retardant cotton (10) is filled in the settlement joint; an adhesive layer (2) is arranged on the reinforced concrete base material (8); a cement mortar leveling layer (7) is laid on the bonding layer (2); a bonding layer (2) is laid on the cement mortar leveling layer (7); a finishing layer (3) is laid on the adhesive layer (2); a waterproof insulating layer (9) is laid on the reinforced concrete base material (8), and the waterproof insulating layer (9) is sunken and abutted to the flame-retardant cotton (10) at the settlement joint; and plain cement paste (1) is smeared between the reinforced concrete base material (8) and the waterproof insulating layer (9).

2. The stone floor tile ground subsiding seam of claim 1, wherein: the waterproof insulating layer (9) is fixed on the surface of the reinforced concrete base material (8) through bolts, and the embossed steel plate (4) is arranged on the waterproof insulating layer (9).

3. The stone floor tile ground subsiding seam of claim 2, wherein: the thickness of the embossed steel plate (4) is 10 mm.

4. The stone floor tile ground subsiding seam of claim 2, wherein: and a plurality of thread thin steel bars (5) are arranged on the embossed steel plate (4).

5. The stone floor tile ground subsiding seam of claim 4, wherein: the intervals among the plurality of the thread thin steel bars (5) are the same.

6. The stone floor tile ground subsiding seam of claim 1, wherein: the veneer layer (3) comprises a plurality of bricks or a plurality of stones; a gap is reserved between two adjacent bricks or two adjacent stones, and the gap is filled with a gap filling agent (6).