CN219281077U

CN219281077U - Prefabricated building spandrel post

Info

Publication number: CN219281077U
Application number: CN202320038516.XU
Authority: CN
Inventors: 刘群
Original assignee: Guangzhou Hengsheng Infrastructure Co ltd
Current assignee: Guangzhou Hengsheng Infrastructure Co ltd
Priority date: 2023-01-07
Filing date: 2023-01-07
Publication date: 2023-06-30
Anticipated expiration: 2033-01-07

Abstract

The utility model provides a prefabricated building bearing column, which relates to the technical field of building equipment and comprises a bottom table, wherein side blocks are welded on two sides of the top of the bottom table, bottom rings are welded on two sides in the bottom table, an inner groove is arranged in an annular array in the bottom ring, an inserting hole is arranged in the annular array in the bottom ring, the two sides of the bottom table are welded with supporting columns, protruding points are arranged on the outer parts of the supporting columns, one ends of the supporting columns incline to one side, the bottom of the bottom ring is connected with a first welding ring, the bottom ends of the side columns are welded with the side blocks, the supporting columns can play a role of supporting the side parts, the supporting columns can be attached to the ground, the anti-skid capacity of the bottom table can be enhanced through the protruding points on the outer parts, thus the bottom supporting structure is installed, the whole bottom structure is very firm, the workload of welding personnel can be lightened to a certain extent, each layer of the whole supporting piece is assembled and then welded, if the assembling is not proper, the whole supporting piece can be replaced, and the bottom table can be moved during carrying.

Description

Prefabricated building spandrel post

Technical Field

The utility model relates to the technical field of building equipment, in particular to a prefabricated building bearing column.

Background

The bearing column is a column poured and tamped by concrete, plays a role in bearing load, and also exists in a house building without bearing the column, mainly a structural body of an internal masonry wall.

In general construction, the exterior of the bearing column is mostly cement poured, and the interior is basically a structure formed by welding reinforcing steel bars, so that the bearing and compressive strength of the bearing column using the reinforcing steel bar structure can make our building more firm, natural disasters can be resisted to a certain extent, and the existing bearing column is mostly prefabricated, molded and poured.

However, the existing bearing post has the following problems in use: 1. the steel bars need to be welded together one by one, so that the workload is very high; 2. the shaped support post structure is inconvenient to handle, so a prefabricated type is required.

Disclosure of Invention

The utility model aims to solve the problems that in the prior art, steel bars are required to be welded together one by one, the workload is very large, and the formed bearing column structure is inconvenient to carry.

In order to achieve the above purpose, the present utility model adopts the following technical scheme: the utility model provides a prefabricated building spandrel post, includes the bottom table, the both sides at bottom table top all weld has the limit piece, the both sides in the bottom table all weld the foundation ring, annular array has the inside groove in the foundation ring, annular array has the jack in the foundation ring, the jack is located the bottom of inside groove, the both sides of bottom table all weld has the stay, the outside of stay is equipped with the bump, the one end of stay is to one side slope, the bottom of foundation ring is connected with first welding circle.

Preferably, the outer annular array of the first welding ring is provided with a sliding block, and a clamping column is arranged at the outer part of the first welding ring, which is close to the bottom of the sliding block.

Preferably, the sliding block and the inner groove are mutually matched, the clamping column and the insertion hole are mutually matched, and the first welding ring and the bottom ring are mutually matched.

Preferably, a bottom support column is welded at the top of the first welding ring, and a top ring is welded at the top of the bottom support column.

Preferably, a cross column is welded between the top rings, a side column is welded on one side of the top rings, and one end of the side column is welded with the side block.

Preferably, the top ring is internally provided with notches in an annular array, and the notches are rectangular in shape.

Preferably, the top ring is internally connected with a second welding ring, and the outer annular array of the second welding ring is provided with a convex block.

Preferably, a top support column is welded at the top of the second welding ring, and the top connection structure and the bottom connection structure of the top support column are the same.

Advantageous effects

According to the utility model, the clamping column is telescopic, the spring is connected inside, when the first welding ring is plugged into the bottom ring, the clamping column can shrink inwards, when the clamping column reaches the position of the jack, the clamping column can pop out, so that the first welding ring can be clamped in the bottom ring, the inner groove and the sliding block can be matched to achieve the auxiliary reinforcing effect, then the bottom supporting column and the first welding ring are welded, the top of the bottom supporting column is welded with the top ring, the side edge of the top ring is welded with the side column, the bottom end of the side column and the side block are welded, the effect of supporting the side edge can be achieved, the supporting column can be attached to the ground, the anti-skid capability of the bottom table can be enhanced through the external salient points, the bottom supporting structure is installed, the whole bottom structure is very firm, and the workload of welding personnel can be lightened to a certain extent.

In the utility model, after the bottom supporting structure is installed, the top supporting structure is installed, the second welding ring is clamped into the notch of the top ring through the convex blocks, then a small amount of cement is poured into the gap between the top ring and the second welding ring, then the top supporting column is welded on the top of the second welding ring, the top supporting column and the bottom supporting column are both steel bars, the top of the top supporting column is welded with the top ring which is the same as the bottom, the top rings are sequentially overlapped and installed through the top ring until the top rings are overlapped to the proper required height, after the internal supporting piece is assembled, the whole supporting piece can be moved through the bottom table of the bottom part, each layer of the whole supporting piece is assembled and welded, if the assembly is improper, the whole supporting piece can be replaced, and the whole supporting piece can be moved along with the bottom table of the bottom part during the transportation.

Drawings

FIG. 1 is an overall block diagram of the present utility model;

FIG. 2 is a top view of the overall structure of the present utility model;

FIG. 3 is a bottom block diagram of the present utility model;

FIG. 4 is a top block diagram of the present utility model;

FIG. 5 is a view of the base station of the present utility model.

Legend description:

1. a base table; 2. edge blocks; 3. a strut; 4. a bottom ring; 5. a first weld ring; 6. a bottom stay; 7. a side column; 8. a top support column; 9. a top ring; 10. a second welding ring; 11. a bump; 12. a cross column; 13. a notch; 14. a slide block; 15. a clamping column; 16. an inner tank; 17. and a jack.

Detailed Description

In order that the manner in which the above recited features, objects and advantages of the present utility model are obtained, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings. Based on the examples in the embodiments, those skilled in the art can obtain other examples without making any inventive effort, which fall within the scope of the utility model.

Specific embodiments of the present utility model are described below with reference to the accompanying drawings.

First embodiment:

referring to fig. 1 to 5, a prefabricated building spandrel post comprises a base table 1, side blocks 2 are welded at two sides of the top of the base table 1, bottom rings 4 are welded at two sides of the inside of the base table 1, an inner groove 16 is arranged in an annular array in the bottom rings 4, an insertion hole 17 is arranged in the annular array in the bottom of the inner groove 16, supporting posts 3 are welded at two sides of the base table 1, protruding points are arranged outside the supporting posts 3, one end of each supporting post 3 inclines to one side, a first welding ring 5 is connected at the bottom of the bottom ring 4, a sliding block 14 is arranged in an annular array outside the first welding ring 5, a clamping post 15 is arranged at the bottom of the outside of the first welding ring 5, the sliding block 14 is mutually matched with the inner groove 16, the clamping post 15 is mutually matched with the insertion hole 17, a bottom supporting post 6 is welded at the top of the first welding ring 5, a top ring 9 is welded at the top of the bottom supporting post 6, firstly, the bottom table 1 is installed, the first welding ring 5 is clamped into the bottom ring 4, the clamping column 15 is telescopic, the spring is connected inside, when the first welding ring 5 is plugged into the bottom ring 4, the clamping column 15 is contracted inwards, when the clamping column 15 reaches the position of the insertion hole 17, the clamping column 15 is ejected, thus the first welding ring 5 is clamped into the bottom ring 4, the adaptation of the inner groove 16 and the sliding block 14 can achieve the auxiliary reinforcing effect, then the bottom supporting column 6 and the first welding ring 5 are welded, the top of the bottom supporting column 6 is welded with the top ring 9, the side edge of the top ring 9 is welded with the side column 7, the bottom end of the side column 7 is welded with the side block 2, the effect of supporting the side edge can be achieved, the supporting column 3 can be stuck to the ground, the anti-skid capability of the bottom table 1 can be enhanced through the external salient points, thus the bottom supporting structure is installed, cement is poured into the bottom table 1, the cement level is flush with the top ring 9.

Specific embodiment II:

referring to fig. 1-5, a cross column 12 is welded between top rings 9, a side column 7 is welded at one side of the top ring 9, one end of the side column 7 is welded with a side block 2, notches 13 are annularly arranged in the top rings 9, the shape of each notch 13 is rectangular, a second welding ring 10 is connected in the top ring 9, a bump 11 is annularly arranged outside the second welding ring 10, a top supporting column 8 is welded at the top of the second welding ring 10, the top connecting structure and the bottom connecting structure of the top supporting column 8 are the same, the bottom supporting structure starts to be installed after being installed, the second welding ring 10 is clamped into the notch 13 of the top ring 9 through the bump 11, then pouring a small amount of cement into the gap between the top ring 9 and the second welding ring 10, welding a top supporting column 8 on the top of the second welding ring 10, wherein the top supporting column 8 and the bottom supporting column 6 are steel bars, the materials and the specifications are the same, the top of the top supporting column 8 is welded with the top ring 9 which is the same as the bottom, the top ring 9 is sequentially overlapped and installed until the top ring 9 is overlapped to a proper required height, after the internal supporting piece is assembled, the whole supporting piece can be moved away through the bottom table 1, after the internal supporting piece is carried to a required place, the whole pouring is started, the internal supporting piece is covered completely during the pouring, and the formed bearing column is rectangular.

To sum up:

1. the clamping column 15 is telescopic, a spring is connected inside, when the first welding ring 5 is plugged into the bottom ring 4, the clamping column 15 can shrink inwards, when the clamping column 15 reaches the position of the jack 17, the clamping column 15 can pop out, the first welding ring 5 can be clamped in the bottom ring 4, the adaptation of the inner groove 16 and the sliding block 14 can achieve the auxiliary reinforcing effect, then the bottom supporting column 6 and the first welding ring 5 are welded, the top of the bottom supporting column 6 is welded with the top ring 9, the side edges of the top ring 9 are welded with the side columns 7, the bottom ends of the side columns 7 and the side blocks 2 are welded, the side supporting effect can be achieved, the supporting column 3 can be attached to the ground, the anti-skid capability of the bottom table 1 can be enhanced through external protruding points, and the bottom supporting structure is installed.

2. After the bottom support structure is installed, the top support structure is installed, the second welding ring 10 is clamped into the notch 13 of the top ring 9 through the convex block 11, a small amount of cement is poured into a gap between the top ring 9 and the second welding ring 10, the top support column 8 is welded on the top of the second welding ring 10, the top support column 8 and the bottom support column 6 are all steel bars, the top of the top support column 8 is welded with the top ring 9 with the same bottom, the top support column is sequentially overlapped and installed through the top ring 9 until the top support column is overlapped to a proper required height, and after the internal support is assembled, the whole support can be moved by carrying the bottom table 1 at the bottom.

In the present utility model, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.

The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. A prefabricated building load-bearing column comprising a base table (1), characterized in that: the utility model discloses a bottom ring welding machine, including base table (1), bottom ring (4) inner ring array has jack (17), jack (17) are located the bottom of inside groove (16), all welding in the both sides at base table (1) has brace (3), the outside of brace (3) is equipped with the bump, the one end of brace (3) is to one side slope, the bottom of bottom ring (4) is connected with first welding circle (5).

2. A prefabricated building load-bearing column according to claim 1, wherein: the outer annular array of first welding ring (5) has slider (14), the outside of first welding ring (5) is close to the bottom of slider (14) and is equipped with card post (15).

3. A prefabricated building load-bearing column according to claim 2, wherein: the sliding block (14) and the inner groove (16) are mutually matched, the clamping column (15) and the inserting hole (17) are mutually matched, and the first welding ring (5) and the bottom ring (4) are mutually matched.

4. A prefabricated building load-bearing column according to claim 1, wherein: the top of the first welding ring (5) is welded with a bottom support column (6), and the top of the bottom support column (6) is welded with a top ring (9).

5. A prefabricated building load-bearing column according to claim 4, wherein: a transverse column (12) is welded between the top rings (9), a side column (7) is welded on one side of each top ring (9), and one end of each side column (7) is welded with each side block (2).

6. A prefabricated building load-bearing column according to claim 4, wherein: the top ring (9) is internally provided with notches (13) in an annular array, and the notches (13) are rectangular.

7. A prefabricated building load-bearing column according to claim 4, wherein: the inside of top ring (9) is connected with second welding circle (10), the outside annular array of second welding circle (10) has lug (11).

8. A prefabricated building load-bearing column according to claim 7, wherein: the top of the second welding ring (10) is welded with a top support column (8), and the top connecting structure and the bottom connecting structure of the top support column (8) are the same.