CN220247384U - Novel dense major diameter reinforcing bar structure of strength nature beam column node - Google Patents
Novel dense major diameter reinforcing bar structure of strength nature beam column node Download PDFInfo
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- CN220247384U CN220247384U CN202320670519.5U CN202320670519U CN220247384U CN 220247384 U CN220247384 U CN 220247384U CN 202320670519 U CN202320670519 U CN 202320670519U CN 220247384 U CN220247384 U CN 220247384U
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- steel bars
- reinforcing bar
- limb hoop
- supporting
- bending
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000005452 bending Methods 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 16
- 230000009286 beneficial effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a novel dense large-diameter steel bar structure of stiff beam column joints, which comprises a supporting beam, wherein the supporting beam comprises a plurality of beam top steel bars, a plurality of beam bottom steel bars, a plurality of multi-limb hoop stirrups, bending steel bars, a supporting plate and binding steel bar ropes, and a plurality of multi-limb hoop stirrups are arranged between the plurality of beam top steel bars and the plurality of beam bottom steel bars; bending steel bars are respectively arranged at the upper and lower parts of the two side surfaces between the plurality of multi-limb hoop reinforcements; and a supporting plate is arranged among the beam top reinforcing steel bars, the plurality of beam bottom reinforcing steel bars, the multi-limb hoop stirrups and the bending reinforcing steel bars. The novel beneficial effect of this reinforcing bracing beam's intensity satisfies the construction requirement.
Description
Technical Field
The utility model relates to the field of dense large-diameter steel bars of beam column nodes, in particular to a novel structure of dense large-diameter steel bars of stiff beam column nodes.
Background
In the construction engineering, the supporting beam is a structural body formed by reinforcing steel bars and mixed soil according to certain structural principles and structural relation requirements, the existing supporting beam is basically linear, the arranged beam top reinforcing steel bars and beam bottom reinforcing steel bars are also arranged up and down, the supporting beam is reinforced and supported through multi-limb hoop hoops and supporting plates, and a linear beam is formed, so that the beam expressed by the utility model patent of a demonstration instrument for simulating a reinforced concrete beam structure in the construction engineering, for example, the patent grant publication number CN2893825Y is the linear beam, the bending reinforcing steel bars are not arranged, the strength is weak, and the construction requirements cannot be met, therefore, the novel structure of the dense large-diameter reinforcing steel bars of the stiff beam column nodes for reinforcing the supporting beam is required to be enhanced, and the construction requirements are met.
Disclosure of Invention
The utility model provides a novel structure of dense large-diameter steel bars for stiff beam column joints, which can solve the problems in the background technology.
The utility model provides a novel dense large-diameter steel bar structure of stiff beam column joints, which comprises a supporting beam, wherein the supporting beam comprises a plurality of beam top steel bars, a plurality of beam bottom steel bars, a plurality of multi-limb hoop stirrups, bending steel bars, a supporting plate and binding steel bar ropes, and a plurality of multi-limb hoop stirrups are arranged between the plurality of beam top steel bars and the plurality of beam bottom steel bars; bending steel bars are respectively arranged at the upper and lower parts of the two side surfaces between the plurality of multi-limb hoop reinforcements; and a supporting plate is arranged among the beam top reinforcing steel bars, the plurality of beam bottom reinforcing steel bars, the multi-limb hoop stirrups and the bending reinforcing steel bars.
Preferably, the bent steel bar is inverted Z-shaped; four bending steel bars are additionally arranged in the supporting beam; and the bent steel bars are bent inverted structures, so that the support beam is poured into a dumbbell-shaped beam, one strength of the whole beam is reinforced, the strength of the support beam is reinforced, and the construction requirement is met.
Preferably, the bending steel bars are connected with the multi-limb hoop stirrups through binding steel bar ropes; the bent steel bars are tightly connected with the multi-limb hoop stirrups to be reinforced and supported.
Preferably, the beam top steel bars, a plurality of beam bottom steel bars, multi-limb hoop reinforcements, bending steel bars and the supporting plates are combined and poured into a supporting beam; the support beam is dumbbell-shaped beam, and compared with traditional straight beam, the support beam has the advantages of enhanced strength and firmness.
The novel structure of the dense large-diameter reinforcing steel bars of the stiff beam column nodes is provided by the utility model, and the bent reinforcing steel bars are inverted Z-shaped; four bending steel bars are additionally arranged in the supporting beam; and the bent steel bars are bent inverted structures, so that the support beam is poured into a dumbbell-shaped beam, one strength of the whole beam is enhanced, the strength of the support beam is enhanced, the construction requirement is met, and compared with the traditional straight-line beam, the support beam is reinforced and firm.
Drawings
FIG. 1 is a schematic diagram of a novel structure of dense large-diameter reinforcing steel bars at joints of a stiff beam column;
FIG. 2 is a schematic diagram of a bent steel bar structure of a novel structure of dense large-diameter steel bars of a stiff beam column node;
fig. 3 is a schematic view of a support beam structure of a novel structure of dense large-diameter steel bars at joints of a stiff beam column.
Reference numerals illustrate: 1-roof beam steel bars; 8-a plurality of beam bottom steel bars; 2-multi-limb hooping; 3-bending the reinforcing steel bars; 4-supporting plates; 6-binding reinforcing steel ropes; 7-supporting beams.
Detailed Description
One embodiment of the present utility model will be described in detail below with reference to the attached drawings, but it should be understood that the scope of the present utility model is not limited by the embodiment.
As shown in fig. 1 to 3, the novel structure of dense large-diameter steel bars of a stiff beam column node provided by the embodiment of the utility model comprises a supporting beam 7, wherein the supporting beam 7 comprises a plurality of beam top steel bars 1, a plurality of beam bottom steel bars 8, a plurality of multi-limb hoop stirrups 2, bending steel bars 3, a supporting plate 4 and binding steel bar ropes 6, and a plurality of multi-limb hoop stirrups 2 are arranged between the plurality of beam top steel bars 1 and the plurality of beam bottom steel bars 8; bending steel bars 3 are respectively arranged at the upper and lower parts of the two side surfaces between the plurality of multi-limb hoop stirrups 2; the support plate 4 is arranged among the beam top steel bar 1, the plurality of beam bottom steel bars 8, the multi-limb hoop stirrups 2 and the bending steel bars 3.
In this embodiment, the bent steel bar 3 is inverted zigzag; four bending steel bars 3 are additionally arranged in the supporting beam 7; and the bending steel bar 3 is of a bent inverted structure, so that the support beam 7 is poured into a dumbbell-shaped beam, one strength of the whole beam is reinforced, the strength of the support beam 7 is reinforced, and the construction requirement is met.
In the embodiment, the bending steel bar 3 is connected with the multi-limb hoop stirrup 2 through a binding steel bar rope 6; the bending steel bar 3 is tightly connected with the multi-limb hoop stirrup 2 for reinforcement and support.
In the embodiment, the beam top steel bar 1, the plurality of beam bottom steel bars 8, the multi-limb hoop stirrups 2, the bending steel bars 3 and the supporting plates 4 are combined and poured into a supporting beam 7; the support beam 7 is a dumbbell-shaped beam, and has stronger strength and is stronger than a conventional straight beam.
Working principle: firstly, placing a plurality of beam top steel bars 1 and a plurality of beam bottom steel bars 8 above and below a supporting plate 4, arranging a plurality of multi-limb hoop stirrups 2 between the beam top steel bars 1 and the beam bottom steel bars 8, connecting the multi-limb hoop stirrups 2 with the beam top steel bars 1 and the beam bottom steel bars 8 by using binding steel bar ropes 6, tightly connecting a bending steel bar 3 with the multi-limb hoop stirrups 2 for reinforcing and supporting, tightly connecting the bending steel bar 3 with the multi-limb hoop stirrups 2 for reinforcing and supporting, and then arranging the supporting plate 4 among the beam top steel bars 1, the plurality of beam bottom steel bars 8, the multi-limb hoop stirrups 2 and the bending steel bar 3 for combined pouring into a supporting beam 7; the support beam 7 is a dumbbell-shaped beam.
The technical effects are as follows: the bent steel bar 3 is inverted Z-shaped; four bending steel bars 3 are additionally arranged in the supporting beam 7; and the bent steel bar 3 is the bent inverted structure, so that the support beam 7 is poured into a dumbbell-shaped beam, one strength of the whole beam is enhanced, the strength of the support beam 7 is enhanced, the construction requirement is met, and compared with the traditional straight-line beam, the support beam 7 is reinforced and firm.
The foregoing disclosure is merely illustrative of specific embodiments of the utility model, but the embodiments are not limited thereto and variations within the scope of the utility model will be apparent to those skilled in the art.
Claims (4)
1. Novel structure of dense major diameter reinforcing bar of strength nature beam column node, its characterized in that: including supporting beam (7), supporting beam (7) include a plurality of roof beam reinforcing bar (1), a plurality of beam bottom reinforcing bar (8), multi-limb hoop stirrup (2), buckle reinforcing bar (3), backup pad (4) and bind reinforcing bar rope (6), be provided with a plurality of multi-limb hoop stirrup (2) between a plurality of roof beam reinforcing bar (1) and a plurality of beam bottom reinforcing bar (8), a plurality of upper and lower position of both sides face between multi-limb hoop stirrup (2) is provided with respectively and buckles reinforcing bar (3), be provided with backup pad (4) between roof beam roof reinforcing bar (1), a plurality of beam bottom reinforcing bar (8), multi-limb hoop stirrup (2) and the reinforcing bar (3) of buckling.
2. A new construction of dense large diameter steel reinforcement for stiff beam-column joints as claimed in claim 1, characterized in that said bent steel reinforcement (3) is inverted zigzag.
3. A new construction of dense large diameter steel reinforcement for stiff beam-column joints as claimed in claim 1, characterized in that the bent steel reinforcement (3) is connected with the multi-limb hooping (2) by means of binding reinforcement ropes (6).
4. The novel dense large-diameter steel bar structure of the stiff beam pillar joint according to claim 1, wherein the beam top steel bars (1), a plurality of beam bottom steel bars (8), the multi-limb hoop stirrups (2), the bending steel bars (3) and the supporting plates (4) are combined and poured into the supporting beam (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320670519.5U CN220247384U (en) | 2023-03-30 | 2023-03-30 | Novel dense major diameter reinforcing bar structure of strength nature beam column node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320670519.5U CN220247384U (en) | 2023-03-30 | 2023-03-30 | Novel dense major diameter reinforcing bar structure of strength nature beam column node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220247384U true CN220247384U (en) | 2023-12-26 |
Family
ID=89263214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320670519.5U Active CN220247384U (en) | 2023-03-30 | 2023-03-30 | Novel dense major diameter reinforcing bar structure of strength nature beam column node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220247384U (en) |
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2023
- 2023-03-30 CN CN202320670519.5U patent/CN220247384U/en active Active
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