CN219280900U - Assembled beam column structure - Google Patents

Abstract

The utility model relates to the technical field of beams and columns, and proposes an assembled beam and column structure. Through the above-mentioned technical solution, the problem that the traditional structure in the prior art has a general firming effect and the construction is time-consuming and labor-intensive is solved. The following solution is proposed, including a docking frame, the inner wall of the docking frame is welded with partitions, and the outer walls of both sides of the docking frame are welded with first I-shaped plates, and the outer wall of the bottom of the docking frame is provided with a first reinforcing frame. In the utility model, through the establishment of the docking frame, the upright column, the first beam and the second beam can be pre-cast and fixed on the docking frame at one time. In terms of support, steel bars and concrete can be stressed at the same time. Compared with the traditional structure, The structure is firmer and the seismic effect is better. There is no need to pre-embed steel bars, install stirrups, pour concrete, etc., and directly insert the second reinforcement frame into the first reinforcement frame. The pouring of the room has been completed, the operation is convenient, and the foundation installation of the beams and columns is more convenient.

Description

Prefabricated beam-column structure

technical field

The utility model relates to the technical field of beams and columns, in particular to an assembled beam and column structure.

Background technique

The beam and column are the columns on the beam, that is, the bottom of the column is the beam, and the beam and column are the stressed columns, such as the ladder column is the beam and column. Structural columns are non-stressed columns, which can be decorative columns in concrete structures or structural columns in masonry structures. Frame columns are one of the most important components of the frame section in concrete structures. It forms a structural system with frame beams and slabs, and bears forces in different directions. If the frame is compared to the skeleton, the frame column is the spine.

Due to the construction process of the traditional process, the concrete poured twice is not connected to the solidified concrete. Only the steel bars are stressed at the joints, and the concrete is not stressed. The traditional joints are at mechanically weak points, and the firmness of the structure is average. The anti-seismic effect is poor.

When installing foundation beams and columns, the traditional operation method is to embed steel bars first, then install stirrups on the steel bars and pour concrete, and wait for the concrete to reach the qualified strength before proceeding with subsequent construction, which is time-consuming, laborious and complicated.

Utility model content

Aiming at the deficiencies of the prior art, the utility model provides an assembled beam-column structure, which overcomes the deficiencies of the prior art and effectively solves the problems of the traditional structure through the mutual cooperation and use of the docking frame, the first reinforcement frame and the second reinforcement frame. The problem of general firming effect and time-consuming and labor-intensive construction

The utility model proposes an assembled beam-column structure, which solves the problem of the assembled beam-column structure in the related art.

The technical scheme of the utility model is as follows:

The assembled beam-column structure includes a docking frame, the inner wall of the docking frame is welded with partitions, and the outer walls on both sides of the docking frame are welded with first I-shaped plates, the bottom outer wall of the docking frame is provided with a first reinforcing frame, and the second A second I-shaped plate is welded on one side of the outer wall of the first reinforcing frame, a second reinforcing frame is plugged into one side of the first reinforcing frame, and a positioning frame is welded on one side of the second reinforcing frame.

Through the above scheme, through the establishment of the docking frame, the upright column, the first beam and the second beam can be pre-cast and fixed on the docking frame at one time. In terms of support, steel bars and concrete can be stressed at the same time, which is similar to traditional structures. The structure is firmer and the anti-seismic effect is better. There is no need to pre-embed steel bars, install stirrups, pour concrete and other operations. The second reinforcement frame is directly inserted into the first reinforcement frame. The columns on the second reinforcement frame are in the The pouring has been completed during construction, the operation is convenient, and the foundation installation of beams and columns is more convenient.

Preferably, the second I-shaped plate slides on the inner wall of the positioning frame.

Through the above solution, the second reinforcing frame is stacked on the first reinforcing frame and positioned in the positioning frame mainly through the second I-shaped plate.

Preferably, the outer wall of one side of the second reinforcing frame is welded with first steel bars equidistantly distributed, and the outer wall of the first steel bars is poured with columns.

Through the above-mentioned solution, concrete is poured on the first steel bar as a column.

Preferably, symmetrically distributed first beams are plugged into the inner wall of the docking frame, and the outer wall at one end of the first beam is in close contact with the outer wall of the partition.

Through the above solution, the fixing method of the two first cross beams is mainly fixed by inserting into the docking frame.

Preferably, symmetrically distributed fixing plates are slidably connected to the inner wall of the first I-shaped plate, and a connecting plate is welded to the outer wall of one side of the fixing plate.

Through the above solutions, the installation positions of the fixing plate and the connecting plate are explained.

Preferably, the outer wall of one side of the connecting plate is welded with second steel bars equidistantly distributed, and the outer wall of the second steel bar is poured with a second beam.

Through the above solution, concrete is poured on the second reinforcement as the second beam.

Preferably, the outer walls of the first steel bar and the second steel bar are fixedly connected with stirrups distributed equidistantly.

Through the above solution, the stirrups are reinforced on the first steel bar and the second steel bar to increase the overall stability.

Preferably, both the first I-shaped plate and the outer wall of the fixing plate are provided with symmetrically distributed threaded holes, and the first I-shaped plate and the fixing plate are fixedly connected by bolts.

Through the above solution, the bolts pass through the threaded holes, and the first I-shaped plate and the fixing plate are fixedly connected.

Working principle of the present utility model and beneficial effect are:

Working principle: first determine the construction location, install the first reinforcing frame to the designated position, then insert the second reinforcing frame at the bottom of the column into the first reinforcing frame along the second I-shaped plate through the lifting equipment, After the top is fixed in the docking frame, insert the two first beams into the docking frame through the lifting device, and then move the fixing plate on the connecting plate at one end of the second beam to the first I-shaped plate, and then use the bolts to fixed.

1. In this utility model, through the establishment of the docking frame, the upright column, the first beam and the second beam can be pre-cast and fixed on the docking frame at one time. In terms of support, steel bars and concrete can be stressed at the same time, which is different from the traditional Compared with the structure, the structure is stronger and the anti-seismic effect is better.

2. In this utility model, there is no need for a series of operations such as pre-embedding steel bars, installing stirrups, and pouring concrete. The second reinforcement frame is directly inserted into the first reinforcement frame. The pouring is completed, the operation is convenient, and the foundation installation of beams and columns is more convenient.

Description of drawings

Below in conjunction with accompanying drawing and specific embodiment, the utility model is described in further detail.

Fig. 1 is the front view of the overall structure of the utility model;

Fig. 2 is the structural representation of the docking frame of the present utility model;

Figure 3 is a schematic diagram of the split structure of the first reinforcement frame and the second reinforcement frame of the present invention;

Fig. 4 is a schematic diagram of the split structure of the second beam of the present invention.

In the figure: 1 docking frame, 2 partition, 3 first I-shaped board, 4 first reinforced frame, 5 second I-shaped board, 6 second reinforced frame, 7 positioning frame, 8 first steel bar, 9 upright column, 10 The first crossbeam, 11 fixed plates, 12 connecting plates, 13 second steel bars, 14 second crossbeams, 15 stirrups, 16 threaded holes.

Detailed ways

The technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the embodiments of the present invention. Apparently, the described embodiments are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts all involve the scope of protection of the present utility model.

Example 1

As shown in Figure 2, this embodiment proposes a prefabricated beam-column structure, including a docking frame 1, the inner wall of the docking frame 1 is welded with partitions 2, and the outer walls of both sides of the docking frame 1 are welded with first I-shaped plates 3 .

In this embodiment, through the establishment of the docking frame 1, the upright column 9, the first beam 10 and the second beam 14 can all be pre-cast and fixed on the docking frame 1 at one time. In terms of support, steel bars and concrete can be stressed at the same time , Compared with the traditional structure, the structure is stronger and the anti-seismic effect is better.

Referring to FIG. 1 , the inner wall of the docking frame 1 is plugged with symmetrically distributed first crossbeams 10 , and the outer wall at one end of the first crossbeam 10 is closely attached to the outer wall of the partition 2 . Received into the docking frame 1 for fixing.

Referring to FIG. 4 , the inner wall of the first I-shaped plate 3 is slidably connected with symmetrically distributed fixed plates 11 , and the outer wall of one side of the fixed plate 11 is welded with a connecting plate 12 , illustrating the installation positions of the fixed plate 11 and the connecting plate 12 .

Referring to FIG. 4 , the outer wall of one side of the connecting plate 12 is welded with second reinforcing bars 13 distributed equidistantly, and the outer wall of the second reinforcing bar 13 is poured with a second beam 14 , and concrete is poured on the second reinforcing bar 13 as the second beam 14 .

Referring to FIG. 3 , the outer walls of the first steel bar 8 and the second steel bar 13 are fixedly connected with stirrup bars 15 distributed equidistantly, and the stirrup bars 15 are reinforced on the first steel bar 8 and the second steel bar 13 to increase overall stability.

Example 2

As shown in Figure 3, based on the same idea as the above-mentioned embodiment 1, this embodiment also proposes a prefabricated beam-column structure,

In this embodiment, the outer wall of the bottom of the docking frame 1 is provided with a first reinforcing frame 4, and the outer wall of one side of the first reinforcing frame 4 is welded with a second I-shaped plate 5, and the outer wall of one side of the first reinforcing frame 4 is plugged. There is a second reinforcement frame 6 , and a positioning frame 7 is welded on the outer wall of one side of the second reinforcement frame 6 .

In this embodiment, the second reinforcing frame 6 is directly inserted into the first reinforcing frame 4 without a series of operations such as pre-embedding steel bars, installing stirrups 15, and pouring concrete. The pouring has been completed, the operation is convenient, and the foundation installation of beams and columns is more convenient.

Referring to FIG. 3 , the second I-shaped plate 5 slides on the inner wall of the positioning frame 7 , and the second reinforcing frame 6 is stacked on the first reinforcing frame 4 and positioned in the positioning frame 7 mainly through the second I-shaped plate 5 .

Referring to FIG. 1 , the outer wall of one side of the second reinforcing frame 6 is welded with first steel bars 8 equidistantly distributed, and the outer wall of the first steel bars 8 is poured with columns 9 , and concrete is poured on the first steel bars 8 as the columns 9 .

Referring to FIG. 3 , the outer walls of the first steel bar 8 and the second steel bar 13 are fixedly connected with stirrup bars 15 distributed equidistantly, and the stirrup bars 15 are reinforced on the first steel bar 8 and the second steel bar 13 to increase overall stability.

Referring to Fig. 2, the first I-shaped plate 3 and the outer wall of the fixed plate 11 are provided with symmetrically distributed threaded holes 16, and the first I-shaped plate 3 and the fixed plate 11 are fixedly connected by bolts, and the bolts pass through the threaded holes 16. Fix and connect the first I-shaped plate 3 and the fixed plate 11 .

The above are only preferred embodiments of the utility model, and are not intended to limit the utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the utility model shall be included in the utility model. within the scope of the new protection.

Claims (8)

1. Assembled beam column structure, a serial communication port, including butt joint frame (1), butt joint frame (1) inner wall welding has baffle (2), and butt joint frame (1) both sides outer wall all welds has first I-plate (3), butt joint frame (1) bottom outer wall is provided with first enhancement frame (4), and first enhancement frame (4) one side outer wall welding has second I-plate (5), first enhancement frame (4) one side outer wall grafting has second enhancement frame (6), and second enhancement frame (6) one side outer wall welding has locating frame (7).

2. The fabricated beam-column structure according to claim 1, wherein the second i-plate (5) slides on the inner wall of the positioning frame (7).

3. The assembled beam column structure according to claim 1, wherein first steel bars (8) distributed equidistantly are welded on the outer wall of one side of the second reinforcing frame (6), and upright posts (9) are poured on the outer wall of the first steel bars (8).

4. The assembled beam column structure according to claim 1, wherein the inner wall of the butt joint frame (1) is inserted with symmetrically distributed first beams (10), and the outer wall of one end of each first beam (10) is tightly attached to the outer wall of the partition board (2).

5. The assembled beam column structure according to claim 1, wherein the inner wall of the first i-shaped plate (3) is slidably connected with symmetrically distributed fixing plates (11), and a connecting plate (12) is welded on the outer wall of one side of the fixing plate (11).

6. The assembled beam column structure according to claim 5, wherein second steel bars (13) distributed equidistantly are welded on the outer wall of one side of the connecting plate (12), and second cross beams (14) are cast on the outer wall of the second steel bars (13).

7. A fabricated beam-column structure according to claim 3, wherein the outer walls of the first steel bar (8) and the second steel bar (13) are fixedly connected with stirrups (15) distributed equidistantly.

8. The assembled beam column structure according to claim 1, wherein the outer walls of the first i-shaped plate (3) and the fixed plate (11) are provided with symmetrically distributed threaded holes (16), and the first i-shaped plate (3) and the fixed plate (11) are fixedly connected through bolts.

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