CN209874073U

CN209874073U - Masonry wall embedded part structure

Info

Publication number: CN209874073U
Application number: CN201920544340.9U
Authority: CN
Inventors: 刘盛世; 张涌
Original assignee: Hunan Jie Jie Jie Environmental Protection Technology Co Ltd
Current assignee: Hunan Jie Jie Jie Environmental Protection Technology Co Ltd
Priority date: 2019-04-19
Filing date: 2019-04-19
Publication date: 2019-12-31
Anticipated expiration: 2029-04-19

Abstract

The utility model relates to a brickwork wall built-in fitting structure. The masonry wall embedded part structure comprises a concrete block, a square steel plate and a plurality of anchoring steel bars, wherein the concrete block is embedded in the masonry wall and comprises a concrete block body and a square protruding part located in the center of the concrete block body; the square steel plate is arranged at the top of the square protruding part; the anchoring steel bars are uniformly arranged on two sides of the square protruding part; the anchoring steel bar comprises a fixing part, a horizontal extending part and a vertical extending part, the fixing part is embedded in the square protruding part, and two ends of the fixing part are respectively fixedly connected with the square steel plate and the horizontal extending part; the horizontal extension part is fixedly connected with the vertical extension part, and the horizontal extension part is arranged in a horizontal gap of the masonry wall; the vertical extending part is arranged in a vertical gap of the masonry wall. The utility model discloses the problem that brickwork wall body can not bear great load when adopting ordinary built-in fitting has been solved effectively.

Description

Masonry wall embedded part structure

Technical Field

The utility model relates to a building technical field, concretely relates to brickwork wall built-in fitting structure.

Background

At present, the embedded structure on the industrial building masonry wall generally adopts two kinds of modes: one is to fix the steel plate on the wall side by using expansion bolts; one is to leave a precast concrete block with embedded parts in the wall. The expansion bolts are adopted to fix the steel plate on the wall side, the structural form is only suitable for small load or temporary fixation, and the embedded part and the wall body are easy to fall off along with the lapse of time, and the expansion bolts are adopted for post-fixation, so that the original wall body is damaged to a certain extent; the structure form of the prefabricated concrete block with the embedded part is improved compared with the structure of the prior art, but the problem that the embedded part and the wall body form a whole to bear force together is still not solved, so that the bearing capacity and the safety of the prefabricated concrete block are still difficult to guarantee. In summary, the conventional method will cause the above adverse effects and the subsequent rework will result in a longer construction period and unnecessary economic loss.

SUMMERY OF THE UTILITY MODEL

Bearing capacity and security in order to solve above-mentioned current brickwork wall embedded structure and resist are difficult to obtain the technical problem who ensures, the utility model provides a brickwork wall embedded part structure has solved the problem that brickwork wall body can not bear great load when adopting ordinary embedded part effectively.

The utility model provides a masonry wall embedded part structure, which comprises a concrete block, a square steel plate and a plurality of anchoring reinforcing steel bars, wherein the concrete block is embedded in the masonry wall and comprises a concrete block body and a square protruding part which is positioned at the center of the concrete block body and extends outwards; the square steel plate is arranged at the top of the square protruding part; the anchoring steel bars are uniformly arranged on two sides of the square protruding part and are respectively fixedly connected with the square steel plate; the anchoring steel bar comprises a fixing part, a horizontal extension part and a vertical extension part, the fixing part is embedded in the square protruding part and is perpendicular to the square steel plate, one end of the fixing part is fixedly connected with the square steel plate, and the other end of the fixing part is fixedly connected with one end of the horizontal extension part; the other end of the horizontal extension part is fixedly connected with one end of the vertical extension part, and the horizontal extension part is arranged in a horizontal gap of the masonry wall; the vertical extending part is arranged in a vertical gap of the masonry wall.

In a preferred embodiment of the masonry wall embedded part structure provided by the present invention, the whole thickness of the concrete block is consistent with the thickness of the masonry wall.

In a preferred embodiment of the masonry wall embedded part structure provided by the present invention, the size of the square steel plate is adapted to the size of the top of the square protrusion.

In a preferred embodiment of the masonry wall embedded part structure provided by the present invention, the concrete block is a C30 concrete block.

In a preferred embodiment of the masonry wall embedded part structure provided by the present invention, the square steel plate is a steel plate made of Q235B material.

The utility model provides a masonry wall built-in fitting structure's a preferred embodiment, still include the strengthening rib, the one end of strengthening rib with square steel sheet fixed connection, the other end with fixed part fixed connection.

Compared with the prior art, the utility model provides a brickwork wall built-in fitting structure has following beneficial effect: this brickwork wall built-in fitting structure has solved the problem that brickwork wall body can not bear great load when adopting ordinary built-in fitting effectively to when carrying out the support pre-buried in the installation such as pipeline bracket, cable testing bridge, the intensity and the stability of brickwork wall body are strengthened, have also guaranteed the stability of brickwork wall body at the loading in-process simultaneously, have effectively avoided the local damage of wall body and the collapse of wall body wholeness that overload leads to, make the security of construction installation strengthened.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained without inventive work, wherein:

fig. 1 is a schematic structural view of a masonry wall embedded part structure provided by the present invention;

FIG. 2 is a cross-sectional view of the masonry wall embedment structure of FIG. 1 taken along the A-A direction;

fig. 3 is a schematic view of the structure of the anchoring bar shown in fig. 1.

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 efforts belong to the protection scope of the present invention.

Please refer to fig. 1, fig. 2 and fig. 3, wherein fig. 1 is a schematic structural diagram of an embedded part structure of a masonry wall according to the present invention; FIG. 2 is a cross-sectional view of the masonry wall embedment structure of FIG. 1 taken along the A-A direction; fig. 3 is a schematic view of the structure of the anchoring bar shown in fig. 1. The masonry wall embedded part structure 1 comprises a concrete block 11, a square steel plate 12, an anchoring steel bar 13 and a reinforcing rib 14, wherein the concrete block 11 is a C30 concrete block which is embedded in a masonry wall and comprises a concrete block body 111 and a square protruding part 113 which is located at the center of the concrete block body 111 and extends outwards, and the whole thickness of the concrete block 11 is consistent with the thickness of the masonry wall; the square steel plate 12 is made of Q235B material, is arranged at the top of the square protruding part 113, and has the size matched with that of the top of the square protruding part 113; the anchoring bars 13 are uniformly arranged on both sides of the square protruding portion 113, and are respectively and fixedly connected with the square steel plate 12.

The anchoring bar 13 comprises a fixing part 131, a horizontal extension part 133 and a vertical extension part 135, wherein the fixing part 131 is embedded in the square protrusion part 113 and is perpendicular to the square steel plate 12, one end of the fixing part is connected with the square steel plate 12 through a perforation plug welding, and the other end of the fixing part is fixedly connected with one end of the horizontal extension part 133; the other end of the horizontal extension 133 is fixedly connected with one end of the vertical extension 135, and the horizontal extension 133 is arranged in a horizontal gap of the masonry wall; the vertical extension 135 is located within a vertical gap of the masonry wall.

One end of the reinforcing rib 14 is fixedly connected to the square steel plate 12, and the other end is fixedly connected to the fixing portion 131.

The utility model provides a brickwork wall built-in fitting structure 1 has following beneficial effect: this brickwork wall built-in fitting structure 1 has solved the problem that brickwork wall body can not bear great load when adopting ordinary built-in fitting effectively to when carrying out the support pre-buried in the installation such as pipeline bracket, cable testing bridge, the intensity and the stability of brickwork wall body are strengthened, have also guaranteed the stability of brickwork wall body at the loading in-process simultaneously, have effectively avoided the local damage of wall body and the collapse of wall body wholeness that overload leads to, make the security of construction installation strengthened.

The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.

Claims

1. A masonry wall embedded part structure is characterized by comprising a concrete block, a square steel plate and a plurality of anchoring steel bars, wherein the concrete block is embedded in a masonry wall and comprises a concrete block body and a square protruding part which is positioned at the center of the concrete block body and extends outwards; the square steel plate is arranged at the top of the square protruding part; the anchoring steel bars are uniformly arranged on two sides of the square protruding part and are respectively fixedly connected with the square steel plate; the anchoring steel bar comprises a fixing part, a horizontal extension part and a vertical extension part, the fixing part is embedded in the square protruding part and is perpendicular to the square steel plate, one end of the fixing part is fixedly connected with the square steel plate, and the other end of the fixing part is fixedly connected with one end of the horizontal extension part; the other end of the horizontal extension part is fixedly connected with one end of the vertical extension part, and the horizontal extension part is arranged in a horizontal gap of the masonry wall; the vertical extending part is arranged in a vertical gap of the masonry wall.

2. The masonry wall embedment structure of claim 1, wherein an overall thickness of said concrete block is consistent with a thickness of said masonry wall.

3. The masonry wall embedment structure of claim 1, wherein the size of the square steel plate is adapted to the size of the top of the square projection.

4. The masonry wall embedment structure of claim 1, wherein the concrete blocks are C30 concrete blocks.

5. The masonry wall embedded part structure as claimed in claim 1, wherein the square steel plate is a Q235B steel plate.

6. The masonry wall embedded part structure of claim 1, further comprising a reinforcing rib, wherein one end of the reinforcing rib is fixedly connected with the square steel plate, and the other end of the reinforcing rib is fixedly connected with the fixing part.