CN219280900U - Assembled beam column structure - Google Patents
Assembled beam column structure Download PDFInfo
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- CN219280900U CN219280900U CN202222919428.9U CN202222919428U CN219280900U CN 219280900 U CN219280900 U CN 219280900U CN 202222919428 U CN202222919428 U CN 202222919428U CN 219280900 U CN219280900 U CN 219280900U
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Abstract
The utility model relates to the technical field of beams and columns, and provides an assembled beam and column structure. Through above-mentioned technical scheme, the problem that traditional sound construction effect among the prior art is general and construction waste time and energy has been solved. The scheme below is proposed at present, including the butt joint frame, butt joint frame inner wall welding has the baffle, and the outer wall of butt joint frame both sides has all welded first I-plate, butt joint frame bottom outer wall is provided with first enhancement frame. According to the utility model, through setting up the butt joint frame, the upright post, the first cross beam and the second cross beam can be poured in advance and fixed on the butt joint frame at one time, in terms of support, the steel bar and the concrete can be stressed simultaneously, compared with a traditional structure, the structure is firmer, the anti-seismic effect is better, a series of operations such as pre-burying the steel bar, installing the stirrup and pouring the concrete are not needed, the second reinforcing frame is directly inserted into the first reinforcing frame, the upright post on the second reinforcing frame is poured and finished between constructions, the operation is convenient, and the foundation installation of the beam column is more convenient.
Description
Technical Field
The utility model relates to the technical field of beams and columns, in particular to an assembled beam and column structure.
Background
The beam column is an overhead beam column, namely the bottom of the beam is a beam, and the beam column is a stress column, such as a ladder column is a beam column. The constructional column is a non-stressed column, and can be a decorative column in a concrete structure or a constructional column in a masonry structure. The frame column is one of the most important components of the frame part in the concrete structure. The frame beam and the frame plate form a structural system which bears stress in different directions. The column is that vertebra when compared to the frame.
The traditional process causes because of the construction process, leads to the concrete of secondary pouring not to be connected with the concreted concrete, and the node department only receives the reinforcing bar atress, and the concrete is not atress, and traditional connected node department is in mechanics weak point, and the firm effect of structure is general, and the antidetonation effect is poor.
The foundation Liang Zhushi is installed, the traditional operation mode is that the steel bars are required to be pre-buried firstly, then the stirrups are installed on the steel bars and concrete is poured, and the subsequent construction can be carried out after the concrete reaches the qualified strength, so that the time and the labor are wasted, and the operation is complex
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides an assembled beam column structure, which overcomes the defects of the prior art by mutually matching and using a butt joint frame, a first reinforcing frame and a second reinforcing frame, and effectively solves the problems of general firm effect, time and labor waste in the traditional structure
The utility model provides an assembled beam column structure, which solves the problem of the assembled beam column structure in the related technology.
The technical scheme of the utility model is as follows:
the assembled beam column structure comprises a butt joint frame, wherein a partition plate is welded on the inner wall of the butt joint frame, first I-shaped plates are welded on the outer walls of two sides of the butt joint frame, a first reinforcing frame is arranged on the outer wall of the bottom of the butt joint frame, a second I-shaped plate is welded on the outer wall of one side of the first reinforcing frame, a second reinforcing frame is spliced on the outer wall of one side of the first reinforcing frame, and a positioning frame is welded on the outer wall of one side of the second reinforcing frame.
Through foretell scheme, through setting up of butt joint frame, stand, first crossbeam and second crossbeam all can pour in advance and accomplish and once fix on the butt joint frame, in the aspect of the support, reinforcing bar and concrete can be atress simultaneously, compared with traditional structure, the structure is more firm, the antidetonation effect is better, need not a series of operations such as pre-buried bar earlier, installation stirrup, concreting, directly insert the second strengthening frame on the first strengthening frame, stand on the second strengthening frame has been pour between the construction and has been accomplished, convenient operation, the basic installation of beam column is more convenient.
Preferably, the second i-plate slides on the inner wall of the positioning frame.
By the scheme, the second reinforcing frame is stacked on the first reinforcing frame and is positioned into the positioning frame mainly through the second I-shaped plate.
Preferably, first steel bars distributed at equal distance are welded on the outer wall of one side of the second reinforcing frame, and upright posts are poured on the outer wall of the first steel bars.
Through the scheme, concrete is poured on the first steel bars to serve as the stand columns.
Preferably, the inner wall of the butt joint frame is inserted with first cross beams which are symmetrically distributed, and the outer wall of one end of each first cross beam is tightly attached to the outer wall of the partition plate.
Through above-mentioned scheme, the fixed mode of two first crossbeams is fixed mainly through pegging graft in the butt joint frame.
Preferably, the inner wall of the first I-shaped plate is in sliding connection with symmetrically distributed fixing plates, and the outer wall of one side of each fixing plate is welded with a connecting plate.
Through the scheme, the installation positions of the fixing plate and the connecting plate are described.
Preferably, second steel bars distributed at equal intervals are welded on the outer wall of one side of the connecting plate, and a second cross beam is poured on the outer wall of the second steel bars.
Through the scheme, concrete is poured on the second steel bars to serve as a second cross beam.
Preferably, stirrups distributed at equal distances are fixedly connected to the outer walls of the first steel bars and the second steel bars.
Through foretell scheme, consolidate the stirrup on first reinforcing bar and second reinforcing bar, increase holistic stability.
Preferably, the outer walls of the first I-shaped plate and the fixed plate are provided with symmetrically distributed threaded holes, and the first I-shaped plate is fixedly connected with the fixed plate through bolts.
Through the scheme, the bolt penetrates through the threaded hole to fixedly connect the first I-shaped plate with the fixing plate.
The working principle and the beneficial effects of the utility model are as follows:
working principle: firstly, determining a construction position, installing a first reinforcing frame at a designated position, inserting a second reinforcing frame at the bottom of an upright post onto the first reinforcing frame along a second I-shaped plate through lifting equipment, fixing the top of the upright post in a butt joint frame, inserting two first cross beams into the butt joint frame through the lifting equipment, and then moving a fixing plate on a connecting plate at one end of the second cross beam onto the first I-shaped plate to fix the two first cross beams through bolts.
1. According to the utility model, through the establishment of the butt joint frame, the upright post, the first cross beam and the second cross beam can be poured in advance and fixed on the butt joint frame at one time, and in the aspect of support, the reinforced steel bars and the concrete can be stressed simultaneously.
2. According to the utility model, a series of operations such as pre-burying reinforcing steel bars, installing stirrups, pouring concrete and the like are not needed, the second reinforcing frame is directly inserted into the first reinforcing frame, the upright posts on the second reinforcing frame are poured between the construction, the operation is convenient, and the foundation installation of the beam column is more convenient.
Drawings
The utility model will be described in further detail with reference to the drawings and the detailed description.
FIG. 1 is a front elevational view of the overall structure of the present utility model;
FIG. 2 is a schematic view of a docking frame according to the present utility model;
FIG. 3 is a schematic view showing the split structure of the first reinforcing frame and the second reinforcing frame according to the present utility model;
fig. 4 is a schematic diagram of a second beam splitting structure according to the present utility model.
In the figure: 1 butt joint frame, 2 baffle, 3 first I-shaped board, 4 first strengthening frame, 5 second I-shaped board, 6 second strengthening frame, 7 locating frame, 8 first reinforcing bar, 9 stand, 10 first crossbeam, 11 fixed plate, 12 connecting plates, 13 second reinforcing bar, 14 second crossbeam, 15 stirrups, 16 screw holes.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Example 1
As shown in fig. 2, this embodiment provides an assembled beam column structure, including a butt joint frame 1, the inner wall welding of butt joint frame 1 has baffle 2, and the outer wall of butt joint frame 1 both sides has all welded first i-plate 3.
In this embodiment, through setting up of butt joint frame 1, stand 9, first crossbeam 10 and second crossbeam 14 all can pour in advance and accomplish and once fix on butt joint frame 1, in the aspect of the support, reinforcing bar and concrete can atress simultaneously, compare with traditional structure, the structure is more firm, and the antidetonation effect is better.
Referring to fig. 1, the inner wall of the docking 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, and the fixing mode of the two first beams 10 is mainly to be fixed by being inserted into the docking frame 1.
Referring to fig. 4, the inner wall of the first i-plate 3 is slidably connected with symmetrically distributed fixing plates 11, and a connecting plate 12 is welded to the outer wall of one side of the fixing plate 11, which illustrates the installation positions of the fixing 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 steel bars 13 distributed equidistantly, the outer wall of the second steel bar 13 is poured with a second beam 14, and concrete is poured on the second steel 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 stirrups 15 distributed at equal distances, and the stirrups 15 are reinforced on the first steel bar 8 and the second steel bar 13, so that overall stability is improved.
Example 2
As shown in fig. 3, based on the same concept as embodiment 1 described above, this embodiment also proposes a fabricated 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, the outer wall of one side of the first reinforcing frame 4 is inserted with a second reinforcing frame 6, and the outer wall of one side of the second reinforcing frame 6 is welded with a positioning frame 7.
In this embodiment, need not a series of operations such as pre-buried bar earlier, installation stirrup 15, pouring concrete, directly insert second enhancement frame 6 on first enhancement frame 4, stand 9 on the second enhancement frame 6 has been pour between the construction and accomplish, convenient operation, and the foundation installation of beam column is more convenient.
Referring to fig. 3, the second i-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 is positioned into the positioning frame 7 mainly by the second i-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 distributed equidistantly, the outer wall of the first steel bars 8 is poured with upright posts 9, and concrete is poured on the first steel bars 8 as the upright posts 9.
Referring to fig. 3, the outer walls of the first steel bar 8 and the second steel bar 13 are fixedly connected with stirrups 15 distributed at equal distances, and the stirrups 15 are reinforced on the first steel bar 8 and the second steel bar 13, so that overall stability is improved.
Referring to fig. 2, the outer walls of the first i-plate 3 and the fixing plate 11 are provided with symmetrically distributed threaded holes 16, and the first i-plate 3 and the fixing plate 11 are fixedly connected through bolts, and the bolts penetrate through the threaded holes 16 to fixedly connect the first i-plate 3 and the fixing plate 11.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222919428.9U CN219280900U (en) | 2022-11-01 | 2022-11-01 | Assembled beam column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222919428.9U CN219280900U (en) | 2022-11-01 | 2022-11-01 | Assembled beam column structure |
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| Publication Number | Publication Date |
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| CN219280900U true CN219280900U (en) | 2023-06-30 |
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| CN202222919428.9U Active CN219280900U (en) | 2022-11-01 | 2022-11-01 | Assembled beam column structure |
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| CN (1) | CN219280900U (en) |
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- 2022-11-01 CN CN202222919428.9U patent/CN219280900U/en active Active
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