CN211714365U - Special-shaped steel rib L-shaped partially-filled steel-concrete combined column - Google Patents
Special-shaped steel rib L-shaped partially-filled steel-concrete combined column Download PDFInfo
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- CN211714365U CN211714365U CN201922393598.6U CN201922393598U CN211714365U CN 211714365 U CN211714365 U CN 211714365U CN 201922393598 U CN201922393598 U CN 201922393598U CN 211714365 U CN211714365 U CN 211714365U
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Abstract
The utility model provides a dysmorphism reinforcing bar L type part packing steel-concrete combination post, including the web first panel and the second panel at web both ends, and the third panel of second panel tip, the width of second panel is greater than the width of first panel, first panel the second panel the third panel with it has the concrete to fill between the web. The combined column can realize streamlined processing, and concrete can be poured and molded at one time, so that the processing efficiency is improved.
Description
Technical Field
The utility model relates to the technical field of building, especially, relate to a dysmorphism reinforcing bar L type partial filling steel-concrete combination post.
Background
In order to improve the stable bearing capacity of a component and resist out-of-plane bending moment, a common partially-filled steel-concrete combined column needs to be designed into a large section in the width direction and is provided with longitudinal stress reinforcing steel bars, and the increase of the section of the combined column causes the problems of low room rate and the like, so that the arrangement of furniture and the indoor decoration are inconvenient. The column limb of the L-shaped part filled steel-concrete combined column is as thick as the filled wall, so that a convex column can be avoided, and the room rate is improved. However, the existing prefabricated L-shaped partially-filled steel-concrete combined column has the problems that the streamlined processing is difficult to realize, the pouring process of the prefabricated concrete is complex and the like.
SUMMERY OF THE UTILITY MODEL
The utility model provides a dysmorphism reinforcing bar L type part packing steel-concrete combination post, shaped steel component can realize streamlined processing, and the shaping can be once pour to the concrete, has improved machining efficiency.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides a dysmorphism reinforcing bar L type part packs steel-concrete combination post, includes the web, first panel and second panel at web both ends, and the third panel of second panel tip, the width of second panel is greater than the width of first panel, the second panel, the third panel with fill the concrete between the web.
Preferably, transverse stiffeners are provided between the first, second, third panels and the web.
Preferably, transverse reinforcing steel bars are arranged between the first panel and the second panel, and the transverse reinforcing steel bars are located on two sides of the web.
Preferably, the lateral part of the transverse reinforcing steel bar is provided with a longitudinal reinforcing steel bar, and the transverse reinforcing steel bar is perpendicular to the longitudinal reinforcing steel bar.
Preferably, a tie bar is arranged on the longitudinal steel bar and penetrates through the first panel.
Preferably, one end of the tie bar between the third panel and the longitudinal steel bar is welded with the third panel, and the other end of the tie bar hooks the longitudinal steel bar.
Preferably, the second panel is flush with an end of the first panel.
Preferably, the web and the second panel are provided with pegs.
To sum up, compare with prior art, the utility model has the advantages of: the T-shaped steel and the L-shaped steel are welded to form the steel member, so that the streamlined processing can be realized; the concrete can be poured in a lying type pouring process and is poured and formed at one time, and the processing efficiency is improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of a connection structure of a composite column and a steel beam.
The reference numbers in the figures are as follows:
1. the steel plate comprises a web plate, 2 parts of a first panel, 3 parts of a second panel, 4 parts of a third panel, 5 parts of concrete, 6 parts of transverse stiffening ribs, 7 parts of transverse reinforcing steel bars, 8 parts of longitudinal reinforcing steel bars, 9 parts of tie bars, 10 parts of studs and 11 parts of steel beams.
Detailed Description
The invention will be further described with reference to the following examples in the drawings.
As shown in fig. 1 and 2, the steel-reinforced composite column includes a web 1, a first panel 2 and a second panel 3 at two ends of the web 1, and a third panel 4 at an end of the second panel 3. The width of second panel 3 is greater than the width of first panel 2, and it has concrete 5 to fill between first panel 2, second panel 3, third panel 4 and the web 1. The second panel 3 flushes with 2 one end of first panel, and the other end is equipped with third panel 4, and third panel 4 is located and is close to web one side on the second panel, and it constitutes the shaped steel skeleton subassembly that the cross sectional shape is L shape. The web 1 and the first panel 2 form T-shaped steel, the first panel 2 and the second panel 3 form L-shaped steel, and the two types of steel are subjected to positioning welding to form a section steel framework member of the combined column, so that the flowing processing can be realized. The L-shaped steel is positioned at the lower end of the profile steel component, and can be formed by one-step pouring by adopting a lying type pouring process.
Transverse stiffening ribs 6 are welded between the first panel 2, the second panel 3, the third panel 4 and the web 1, and the plate edges of the transverse stiffening ribs are flush with the plate edges of the panels. Be equipped with horizontal reinforcing bar 7 between first panel 2 and the second panel 3, horizontal reinforcing bar 7 is located 1 both sides of web. The two ends of the transverse steel bar 7 are connected with the first panel 2 and the second panel 3 in a welding mode, and the transverse steel bar can be a U-shaped steel bar.
The lateral part of the transverse reinforcing steel bar 7 is provided with a longitudinal reinforcing steel bar 8, and the transverse reinforcing steel bar 7 is vertical to the longitudinal reinforcing steel bar 8. Longitudinal reinforcing bars 8 are located on the side of the transverse reinforcing bars 7 adjacent to the web 1 and pass through the transverse stiffeners 6. The longitudinal steel bar 8 is provided with a tie bar 9, and the tie bar 9 penetrates through the first panel 2.
One end of a tie bar 9 between the third panel 4 and the longitudinal steel bar 8 is welded with the third panel 4, and the other end of the tie bar hooks the longitudinal steel bar.
The studs 10 are symmetrically arranged on two sides of the web plate 1, and the studs 10 are arranged on one side, close to the third panel 4, of the second panel 3.
The panel side of the composite column can be flexibly connected with the steel beam 11 according to the requirement.
The above description is only for explaining the present invention, so that the person skilled in the art can completely implement the present invention, but not for limiting the present invention, and after reading the present specification, the person skilled in the art can make modifications to the present embodiment as required without inventive contribution, which are all modifications without inventive contribution, but are protected by patent laws within the scope of the claims of the present invention.
Claims (8)
1. A steel-concrete combination post is filled to dysmorphism reinforcing bar L type part which characterized in that: the concrete-filled composite board comprises a web (1), a first panel (2) and a second panel (3) at two ends of the web (1), and a third panel (4) at the end part of the second panel (3), wherein the width of the second panel (3) is larger than that of the first panel (2), and concrete (5) is filled between the first panel (2), the second panel (3), the third panel (4) and the web (1).
2. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 1, wherein: transverse stiffening ribs (6) are arranged among the first panel (2), the second panel (3), the third panel (4) and the web (1).
3. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 1, wherein: be equipped with horizontal reinforcing bar (7) between first panel (2) and second panel (3), horizontal reinforcing bar (7) are located web (1) both sides.
4. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 3, wherein: the lateral part of the transverse reinforcing steel bar (7) is provided with a longitudinal reinforcing steel bar (8), and the transverse reinforcing steel bar (7) is vertical to the longitudinal reinforcing steel bar (8).
5. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 4, wherein: and a tie bar (9) is arranged on the longitudinal steel bar (8), and the tie bar (9) penetrates through the first panel (2).
6. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 5, wherein: one end of the tie bar (9) between the third panel (4) and the longitudinal steel bar (8) is welded with the third panel (4), and the other end of the tie bar hooks the longitudinal steel bar (8).
7. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 1, wherein: the second panel (3) is flush with one end of the first panel (2).
8. The special-shaped steel rib L-shaped partially-filled steel-concrete combined column as claimed in claim 1, wherein: the web plate (1) and the second panel (3) are provided with studs (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922393598.6U CN211714365U (en) | 2019-12-27 | 2019-12-27 | Special-shaped steel rib L-shaped partially-filled steel-concrete combined column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922393598.6U CN211714365U (en) | 2019-12-27 | 2019-12-27 | Special-shaped steel rib L-shaped partially-filled steel-concrete combined column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211714365U true CN211714365U (en) | 2020-10-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922393598.6U Active CN211714365U (en) | 2019-12-27 | 2019-12-27 | Special-shaped steel rib L-shaped partially-filled steel-concrete combined column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211714365U (en) |
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2019
- 2019-12-27 CN CN201922393598.6U patent/CN211714365U/en active Active
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