CN215858924U

CN215858924U - Building structure suitable for large-span beam improves post cap formula

Info

Publication number: CN215858924U
Application number: CN202122247110.6U
Authority: CN
Inventors: 原红武; 李志光; 刘腾飞
Original assignee: Stecol Corp
Current assignee: Stecol Corp
Priority date: 2021-09-16
Filing date: 2021-09-16
Publication date: 2022-02-18
Anticipated expiration: 2031-09-16

Abstract

The utility model provides an improved column hat type building structure suitable for a large-span beam, which comprises: a vertical rod, a disc buckle and an adjusting rod; the plate buckle is sleeved on the vertical rod and connected with the vertical rod in a welding mode; the adjusting rod is arranged at the bottom of the upright rod and is screwed with the upright rod through threads; the base is arranged at the bottom of the adjusting rod and is connected with the adjusting rod in a welding mode; the base plate is arranged below the base; the cross rod is connected with the vertical rod through the mounting seats, the mounting seats are mounted at two ends of the cross rod in a welding mode, and the mounting seats are connected with the disc buckles in an inserting mode; by improving the improved column cap type building structure suitable for the large-span beam, the utility model has the advantages of smooth supporting surface, good supporting effect, strong connection firmness, strong overall stability, strong firmness, convenient construction and strong practicability, thereby effectively solving the problems and the defects in the existing device.

Description

Building structure suitable for large-span beam improves post cap formula

Technical Field

The utility model relates to the technical field of building construction, in particular to an improved column cap type building structure suitable for a large-span beam.

Background

Two layers of the existing building are oblique cross beams, beam included angles are not equal to 90 degrees, the layer height is 8.7 meters, the maximum span beam is 400 x 1400, the beam is 33.4, and reinforcing steel bars at the top of the column cannot be bound due to the fact that the reinforcing steel bars are arranged on one surface through multiple layers of reinforcing steel bars, and the existing building is not reasonable in construction structure and is inconvenient to construct.

In view of this, research and improvement are made to solve the existing problems, and a column cap type building structure suitable for a large-span beam is provided, aiming at achieving the purposes of solving the problems and improving the practical value through the technology.

SUMMERY OF THE UTILITY MODEL

The present invention is directed to an improved column and cap type building structure for a long span beam that solves the problems and deficiencies noted in the background above.

In order to achieve the purpose, the utility model provides an improved column cap type building structure suitable for a large-span beam, which is achieved by the following specific technical means:

a building structure suitable for large span beams to improve column hat style, comprising: the device comprises upright rods, plate buckles, adjusting rods, a base plate, a cross rod, a mounting seat, a connecting plate, an inclined rod, upright columns, column caps and a reinforcement cage; the plate buckle is sleeved on the vertical rod and connected with the vertical rod in a welding mode; the adjusting rod is arranged at the bottom of the upright rod and is screwed with the upright rod through threads; the base is arranged at the bottom of the adjusting rod and is connected with the adjusting rod in a welding mode; the base plate is arranged below the base; the cross rod is connected with the vertical rod through the mounting seats, the mounting seats are mounted at two ends of the cross rod in a welding mode, and the mounting seats are connected with the disc buckles in an inserting mode; the inclined rod is connected with the vertical rod through the mounting seat and the connecting plate, the connecting plate is mounted on the outer wall of the mounting seat in a welding mode, and the inclined rod is fixedly connected with the connecting plate through bolts; the column cap is positioned at the top end of the column, and the column cap and the column are of an integrated structure; the steel bar cage is positioned inside the upright post and the post cap.

As further optimization of the technical scheme, the utility model is suitable for a large-span beam improved column cap type building structure, the disc buckle is welded on the vertical rod and is provided with a plurality of positions, and the disc buckle and the vertical rod form a disc buckle steel pipe.

As further optimization of the technical scheme, the base plate is a square scaffold plate with the thickness of 50mm, and the area of the base plate is 0.3 square meter.

As a further optimization of the technical scheme, the utility model is suitable for the construction structure of the large-span beam improved column cap type, the upright posts are connected with the upright posts through the cross rods and the inclined rods, and the cross rods are distributed at a plurality of positions among the upright posts at intervals.

As a further optimization of the technical scheme, the inclined rods are suitable for a large-span beam improved column cap type building structure, and a plurality of positions are distributed between the vertical rods in a scissor shape.

As further optimization of the technical scheme, the column is suitable for the large-span beam improved column cap type building structure, and the overall appearance of the column is in a regular quadrangular shape.

As a further optimization of the technical scheme, the column cap is applicable to a large-span beam improved column cap type building structure, the column cap is of a hexagonal column structure, the cross section of one side of the column cap is trapezoidal, and the cross section of the other side of the column cap is rectangular.

Due to the application of the technical scheme, compared with the prior art, the utility model has the following advantages:

1. the backing plate is a square scaffold plate with the thickness of 50mm, and the area of the backing plate is 0.3 square meter, so that the supporting surface is smoother, the supporting effect is improved, and the overall stability and firmness of the device are enhanced.

2. The vertical rods are connected with the vertical rods through the cross rods and the inclined rods, the cross rods are distributed among the vertical rods at intervals, and the inclined rods are distributed among the vertical rods in a scissor shape, so that the connection firmness is improved, the whole body is more stable and firm, and the supporting effect is improved.

3. The integral appearance of the upright column is in a regular quadrangular prism shape, the column cap is in a hexagonal columnar structure, the cross section of one side of the column cap is in a trapezoid shape, the cross section of the other side of the column cap is in a rectangular shape, the protective effect is achieved while steel bars are bound conveniently, the supporting effect is good, the firmness is strong, and the construction is convenient.

4. By improving the improved column cap type building structure suitable for the large-span beam, the utility model has the advantages of smooth supporting surface, good supporting effect, strong connection firmness, strong overall stability, strong firmness, convenient construction and strong practicability, thereby effectively solving the problems and the defects in the existing device.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the utility model and, together with the description, serve to explain the utility model and not to limit the utility model. In the drawings:

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is an enlarged schematic view of the structure at A of the present invention;

fig. 3 is a schematic view of the cap structure of the present invention.

In the figure: the steel bar cage comprises a vertical rod 1, a disc buckle 2, an adjusting rod 3, a base 4, a base plate 5, a cross rod 6, a mounting seat 7, a connecting plate 8, an inclined rod 9, a stand column 10, a column cap 11 and a steel bar cage 12.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.

It is to be noted that, in the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the utility model.

Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

Meanwhile, in the description of the present invention, unless otherwise explicitly specified or limited, the terms "connected" and "connected" should be interpreted broadly, for example, as being fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or electrical connection; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1 to 3, the present invention provides a specific technical embodiment of an improved column hat type building structure for a large span beam:

a building structure suitable for large span beams to improve column hat style, comprising: the steel bar cage comprises upright rods 1, disc buckles 2, adjusting rods 3, a base 4, a base plate 5, a cross rod 6, a mounting seat 7, a connecting plate 8, an inclined rod 9, upright columns 10, column caps 11 and a steel bar cage 12; the disc buckle 2 is sleeved on the upright rod 1, and the disc buckle 2 is connected with the upright rod 1 in a welding mode; the adjusting rod 3 is arranged at the bottom of the upright rod 1, and the adjusting rod 3 is screwed with the upright rod 1 through threads; the base 4 is arranged at the bottom of the adjusting rod 3, and the base 4 is connected with the adjusting rod 3 in a welding mode; the backing plate 5 is placed below the base 4; the cross rod 6 is connected with the vertical rod 1 through the mounting seat 7, the mounting seats 7 are mounted at two ends of the cross rod 6 in a welding mode, and the mounting seats 7 are connected with the disc buckles 2 in an inserting mode; the down tube 9 is connected with the vertical rod 1 through the mounting seat 7 and the connecting plate 8, the connecting plate 8 is installed on the outer wall of the mounting seat 7 through a welding mode, and the down tube 9 is fixedly connected with the connecting plate 8 through bolts.

Specifically, as shown in fig. 2, the plate buckle 2 is welded to the vertical rod 1, and the plate buckle 2 and the vertical rod 1 form a plate buckle steel pipe, which facilitates installation and fixation of the cross rod 6 and the diagonal rod.

Specifically, as shown in fig. 1, the backing plate 5 is a square scaffold plate with a thickness of 50mm, and the area of the backing plate 5 is 0.3 square meter, so that the supporting surface is smoother, the supporting effect is improved, and the overall stability and firmness of the device are enhanced.

Specifically, as shown in fig. 1, the vertical rod 1 is connected with the vertical rod 1 through the cross rod 6 and the inclined rod 9, and the cross rod 6 is arranged at a plurality of positions between the vertical rods 1 in a spaced manner, so that the connection firmness is improved, the whole body is more stable and firm, and the supporting effect is improved.

Specifically, as shown in fig. 1, the inclined rod 9 is provided with a plurality of positions between the vertical rod 1 and the vertical rod 1 in a scissor-shaped distribution manner, so that the connection firmness is further improved, the whole body is more stable and firm, and the supporting effect is improved.

Specifically, as shown in fig. 3, the entire appearance of the pillar 10 is a regular quadrangular prism.

Specifically, as shown in fig. 3, the cap 11 is a hexagonal columnar structure, and the cross section of one side of the cap 11 is trapezoidal, and the cross section of the other side of the cap is rectangular, so that the reinforcing steel bars can be conveniently bound and simultaneously protected, and the support effect is good, the firmness is strong, and the construction is convenient.

The method comprises the following specific implementation steps:

the vertical rods 1 are erected in a construction place, two adjacent vertical rods 1 are connected through a cross rod 6 and an inclined rod 9, firstly, an installation base 7 is connected with a disc buckle 2 in an inserting mode, then an inserting rod (not shown in the figure) for fixing the installation base 7 is inserted, the installation base 7 is fixed with the disc buckle 2, finally, a base plate 5 is placed below a base 4, then an adjusting rod 3 is rotated, the base 4 is lowered until the base 4 is in contact with the base plate 5, the contact area between the base plate 5 and the ground is increased, the supporting surface is smoother, the supporting effect is improved, and the overall stability and firmness of the device are enhanced; when the upright columns 10 and the column caps 11 are constructed, the steel bar cage 12 is firstly woven and bound, then a pouring template is installed, concrete is poured in the template, and the pouring template is removed after the concrete is dried.

In summary, the following steps: according to the improved column cap type building structure suitable for the large-span beam, the backing plate is a square scaffold plate with the thickness of 50mm, and the area of the backing plate is 0.3 square meter, so that the supporting surface is smoother, the supporting effect is improved, and the overall stability and firmness of the device are enhanced; the vertical rods are connected with the vertical rods through the cross rods and the inclined rods, the cross rods are distributed among the vertical rods at intervals, and the inclined rods are distributed among the vertical rods in a scissor shape, so that the connection firmness is improved, the whole body is more stable and firm, and the supporting effect is improved; the integral appearance of the upright post is in a regular quadrangular prism shape, the post cap is in a hexagonal columnar structure, the cross section of one side of the post cap is in a trapezoid shape, and the cross section of the other side of the post cap is in a rectangular shape, so that the protective effect is achieved while the reinforcing steel bars are conveniently bound, and the upright post is good in supporting effect, strong in firmness and convenient to construct; through the improvement to being applicable to the building structure of large-span roof beam improvement post cap formula, it is level and smooth, the supporting effect is good to have the holding surface, and firm in connection nature is strong, and overall stability is strong, the fastness is strong, the construction of being convenient for, advantage that the practicality is strong to effectual problem and the not enough that appear in having solved current device.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. A building structure suitable for large span beams to improve column hat style, comprising: the steel bar cage comprises upright rods (1), disc buckles (2), adjusting rods (3), a base (4), a base plate (5), a cross rod (6), a mounting seat (7), a connecting plate (8), an inclined rod (9), upright columns (10), column caps (11) and a steel bar cage frame (12); the method is characterized in that: the disc buckle (2) is sleeved on the vertical rod (1), and the disc buckle (2) is connected with the vertical rod (1) in a welding mode; the adjusting rod (3) is installed at the bottom of the upright rod (1), and the adjusting rod (3) is screwed with the upright rod (1) through threads; the base (4) is arranged at the bottom of the adjusting rod (3), and the base (4) is connected with the adjusting rod (3) in a welding mode; the backing plate (5) is placed below the base (4); the cross rod (6) is connected with the vertical rod (1) through the mounting seat (7), the mounting seats (7) are mounted at two ends of the cross rod (6) in a welding mode, and the mounting seats (7) are connected with the disc buckles (2) in an inserting mode; the inclined rod (9) is connected with the vertical rod (1) through the mounting seat (7) and the connecting plate (8), the connecting plate (8) is installed on the outer wall of the mounting seat (7) in a welding mode, and the inclined rod (9) is fixedly connected with the connecting plate (8) through bolts; the column cap (11) is positioned at the top end of the column (10), and the column cap (11) and the column (10) are of an integrated structure; the reinforcement cage (12) is positioned inside the upright post (10) and the post cap (11).

2. The improved cap and post building structure for large span beams according to claim 1, wherein: the plate buckle (2) is welded on the vertical rod (1) and provided with a plurality of positions, and the plate buckle (2) and the vertical rod (1) form a plate buckle steel pipe.

3. The improved cap and post building structure for large span beams according to claim 1, wherein: the backing plate (5) is a square scaffold board with the thickness of 50mm, and the area of the backing plate (5) is 0.3 square meter.

4. The improved cap and post building structure for large span beams according to claim 1, wherein: the upright rods (1) are connected with the upright rods (1) through cross rods (6) and inclined rods (9), and the cross rods (6) are arranged at a plurality of positions between the upright rods (1) at intervals.

5. The improved cap and post building structure for large span beams according to claim 1, wherein: the inclined rods (9) are arranged at a plurality of positions between the vertical rods (1) and the vertical rods (1) in a scissor-shaped distribution manner.

6. The improved cap and post building structure for large span beams according to claim 1, wherein: the upright posts (10) and the post caps (11) are both formed by pouring concrete.

7. The improved cap and post building structure for large span beams according to claim 1, wherein: the overall appearance of the upright post (10) is in a regular quadrangular prism shape.

8. The improved cap and post building structure for large span beams according to claim 1, wherein: the column cap (11) is of a hexagonal column structure, the cross section of one side of the column cap (11) is trapezoidal, and the cross section of the other side of the column cap is rectangular.