CN220301848U - Reinforcing structure for beam-free floor column cap - Google Patents
Reinforcing structure for beam-free floor column cap Download PDFInfo
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- CN220301848U CN220301848U CN202321774310.XU CN202321774310U CN220301848U CN 220301848 U CN220301848 U CN 220301848U CN 202321774310 U CN202321774310 U CN 202321774310U CN 220301848 U CN220301848 U CN 220301848U
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- reinforcement
- flat
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 230000002787 reinforcement Effects 0.000 claims abstract description 35
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 15
- 239000000126 substance Substances 0.000 claims abstract description 11
- 230000000694 effects Effects 0.000 abstract description 3
- 230000035939 shock Effects 0.000 description 3
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000002966 varnish Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model relates to the field of reinforcement structures, and discloses a reinforcement structure of a beam-free floor column cap, which comprises a second floor, wherein a first layer of concrete column is arranged below the second floor, a second layer of concrete column is arranged above the second floor, a reinforcement steel plate is arranged above the second floor, the reinforcement steel plate is connected with the second floor through a first chemical bolt, an upper reinforcement component is arranged above the reinforcement steel plate, a column cap top reinforcement flat steel is arranged above the second floor, a column cap concrete supporting plate is arranged below the second floor, a lower reinforcement component is arranged outside the first layer of concrete column, the upper reinforcement component comprises a reinforcement ring plate arranged above the reinforcement steel plate, the inner wall of the reinforcement ring plate is attached to the second layer of concrete column, a plurality of reinforcement vertical steel plates are uniformly arranged above the reinforcement ring plate, and a plurality of second layer of column reinforcement plates are welded between the adjacent reinforcement vertical steel plates in the vertical direction, so that the effect of reinforcing the plate column in an old factory can be improved.
Description
Technical Field
The utility model relates to the technical field of reinforcement structures, in particular to a reinforcement structure of a beam-free floor column cap.
Background
The object of city update can be divided into old city, old factory and old village, the old factory mainly refers to the earlier industrial factory building and its auxiliary facilities in the urban area, the plate column structure in the structural system of the old factory is applied more
Because the building time of old factory is longer, the board post structure in the old factory need carry out the reinforcement and handles, and current reinforcement structure is only to carrying out the hoop to the board post, does not have the structure that the post is consolidated for the board post in the old factory consolidates the effect not good, consequently, we propose the reinforcement structure that the no beam floor post is faked.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model provides a reinforcing structure of a beam-free floor column cap, which can effectively solve the problems in the prior art.
In order to achieve the above purpose, the utility model is realized by the following technical scheme:
the utility model discloses a reinforcement structure of a beam-free floor slab column cap, which comprises a second floor slab, wherein a first layer of concrete column is arranged below the second floor slab, a second layer of concrete column is arranged above the second floor slab, a reinforcement steel plate is arranged above the second floor slab, the reinforcement steel plate is connected with the second floor slab through a first chemical bolt, an upper reinforcement component is arranged above the reinforcement steel plate, a column cap top surface reinforcement flat steel is arranged above the second floor slab, a column cap concrete supporting plate is arranged below the second floor slab, and a lower reinforcement component is arranged outside the first layer of concrete column.
Still further, upper portion reinforcing assembly is including setting up consolidate the annular plate of steel sheet top, consolidate the inner wall of annular plate with the bilayer concrete post is laminated mutually, consolidate the top of annular plate and evenly be provided with a plurality of vertical steel sheets of reinforcement, adjacent consolidate and weld a plurality of bilayer post reinforcing plates between the vertical direction of vertical steel sheet.
Still further, the lower part consolidates the subassembly and includes a plurality of vertical band steel that evenly set up on the outside of one deck concrete column, adjacent it has a plurality of flat steel plates to weld between the vertical direction of vertical band steel, the top of vertical band steel is provided with the post cap slant and consolidates the band steel, adjacent the post cap slant consolidates and welds between the band steel and have the post cap flat steel plate, the upper end of post cap slant consolidates the band steel is provided with the connection piece.
Furthermore, the vertical flat steel, the column cap, the inclined reinforcing flat steel and the connecting sheet are integrally formed.
Further, the top surface of the column cap is reinforced with flat steel, the two floors, the column cap concrete supporting plate and the connecting sheet are connected through a second chemical bolt.
Further, an included angle between the vertical flat steel and the column cap oblique reinforcement flat steel is 120 degrees.
Compared with the known public technology, the technical scheme provided by the utility model has the following beneficial effects:
the upper reinforcing component is arranged on the outer side of the two-layer concrete column, the two-layer concrete column is reinforced, the inner wall of the reinforcing annular plate is attached to the two-layer concrete column, and a plurality of reinforcing vertical steel plates are uniformly welded above the reinforcing annular plate, so that the two-layer concrete column is reinforced.
Through the structure setting of lower part reinforcement assembly, promote and be used for strengthening one deck concrete column to carry out better support to the second floor face, through a plurality of vertical band steel that evenly set up on the outside of one deck concrete column, the welding has a plurality of flat steel plates between the vertical direction of adjacent vertical band steel, consolidates one deck concrete column, and a plurality of vertical band steel and column cap slant consolidate the "column cap" structure that the band steel formed, carry out better support to the second floor face, make bearing capacity, the shock resistance of lower part reinforcement assembly promote.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It is evident that the drawings in the following description are only some embodiments of the present utility model and that other drawings may be obtained from these drawings without inventive effort for a person of ordinary skill in the art.
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is an enlarged view of FIG. 1 at A;
fig. 3 is a top view of a layer of concrete columns and lower reinforcing components.
Reference numerals in the drawings represent respectively: 1. a second floor; 2. a layer of concrete column; 3. two concrete columns; 4. reinforcing the steel plate; 5. a first chemical bolt; 6. reinforcing flat steel on the top surface of the column cap; 7. a column cap concrete supporting plate; 8. reinforcing the annular plate; 9. reinforcing a vertical steel plate; 10. a two-layer column reinforcing plate; 11. vertical flat steel; 12. a flat steel plate; 13. the column cap is used for obliquely reinforcing flat steel; 14. a connecting sheet; 15. and a second chemical bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. It will be apparent that the described embodiments are some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled 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.
The utility model is further described below with reference to examples.
The reinforcing structure of the beam-free floor slab cap of the embodiment, as shown in fig. 1-3, comprises a second floor slab 1, wherein a first concrete column 2 is arranged below the second floor slab 1, a second concrete column 3 is arranged above the second floor slab 1, the first concrete column 2 and the second concrete column 3 are integrally formed and arranged through concrete, a reinforcing steel plate 4 is arranged above the second floor slab 1, the reinforcing steel plate 4 is connected with the second floor slab 1 through a first chemical bolt 5, the first chemical bolt 5 is composed of a chemical rubber tube, a screw rod, a gasket and a nut, an anchor rod, an anchor foundation and an anchored object are integrally formed through synthetic resin mortar, thereby achieving the effect of fixing a member or improving the bearing capacity of the member, the beam-free floor slab cap has better aging resistance and shock resistance, an upper reinforcing component is arranged above the reinforcing steel plate 4 and used for reinforcing the second floor slab 3, a column cap top reinforcing steel plate 6 is arranged above the second floor slab 1, the cap top reinforcing steel plate 6 is a better steel cap top reinforcing steel plate is used for reinforcing the concrete column cap top 1, and the first floor slab is arranged below the second floor slab 2, and the column cap top reinforcing component is arranged outside the column 2.
As shown in fig. 1 and 2, the upper reinforcing component comprises a reinforcing annular plate 8 arranged above a reinforcing steel plate 4, the inner wall of the reinforcing annular plate 8 is attached to a two-layer concrete column 3, a plurality of reinforcing vertical steel plates 9 are uniformly welded above the reinforcing annular plate 8, a plurality of two-layer column reinforcing plates 10 are welded between the vertical directions of the adjacent reinforcing vertical steel plates 9, the two-layer concrete column 3 is reinforced by arranging the upper reinforcing component outside the two-layer concrete column 3, the two-layer concrete column 3 is attached to the inner wall of the reinforcing annular plate 8, and a plurality of reinforcing vertical steel plates 9 are uniformly welded above the reinforcing annular plate 8, so that the two-layer concrete column 3 is reinforced by lifting.
As shown in fig. 1, 2 and 3, the lower reinforcing component comprises a plurality of vertical flat steels 11 uniformly arranged on the outer side of a layer of concrete column 2, a plurality of flat steel plates 12 are welded between the vertical directions of the adjacent vertical flat steels 11, a column cap oblique reinforcing flat steel 13 is arranged above the vertical flat steels 11, column cap flat steel plates are welded between the adjacent column cap oblique reinforcing flat steels 13, a connecting sheet 14 is arranged at the upper end of the column cap oblique reinforcing flat steel 13, and the lower reinforcing component is used for reinforcing the layer of concrete column 2 by lifting and well supporting the two-layer floor 1.
As shown in fig. 1 and 3, the vertical flat steel 11, the column cap oblique reinforcement flat steel 13 and the connecting sheet 14 are integrally formed, the vertical flat steel 11, the column cap oblique reinforcement flat steel 13 and the connecting sheet 14 are made of refined steel materials, and anti-corrosion varnish is coated on the outer sides of the vertical flat steel 11, the column cap oblique reinforcement flat steel 13 and the connecting sheet 14, so that the vertical flat steel 11, the column cap oblique reinforcement flat steel 13 and the connecting sheet 14 have better rigidity strength, and the service life is prolonged.
As shown in fig. 1 and 2, the top surface of the column cap is reinforced with flat steel 6, the two-layer floor 1, the column cap concrete supporting plate 7 and the connecting sheet 14 are connected through second chemical bolts 15, so that the two-layer floor 1 is well supported.
As shown in fig. 1, the included angle between the vertical flat steel 11 and the column cap oblique reinforcement flat steel 13 is 120 degrees, and the column cap structure formed by the vertical flat steel 11 and the column cap oblique reinforcement flat steel 13 supports the two-layer floor 1 better, so that the bearing capacity and the impact resistance of the lower reinforcement assembly are improved.
When the embodiment is specifically implemented, the upper reinforcing component is arranged on the outer side of the two-layer concrete column 3, the two-layer concrete column 3 is reinforced, the inner wall of the reinforcing annular plate 8 is attached to the two-layer concrete column 3, the plurality of reinforcing vertical steel plates 9 are uniformly welded above the reinforcing annular plate 8, the two-layer concrete column 3 is reinforced by lifting, the two-layer concrete column 2 is reinforced by lifting through the structural arrangement of the lower reinforcing component, the two-layer floor 1 is well supported, the plurality of vertical flat steel plates 11 are uniformly arranged on the outer side of the one-layer concrete column 2, the plurality of flat steel plates 12 are welded between the vertical directions of the adjacent vertical flat steel plates 11, the one-layer concrete column 2 is reinforced, and the two-layer floor 1 is well supported by the column cap structure formed by the plurality of vertical flat steel plates 11 and the column cap oblique reinforcing flat steel 13, so that the bearing capacity and the shock resistance of the lower reinforcing component are improved.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (6)
1. The reinforcing structure of the girderless floor column cap comprises two floors (1), and is characterized in that: the concrete column is characterized in that a first concrete column (2) is arranged below the second floor (1), a second concrete column (3) is arranged above the second floor (1), a reinforced steel plate (4) is arranged above the second floor (1), the reinforced steel plate (4) is connected with the second floor (1) through a first chemical bolt (5), an upper reinforcing component is arranged above the reinforced steel plate (4), a column cap top surface reinforcing flat steel (6) is arranged above the second floor (1), a column cap concrete supporting plate (7) is arranged below the second floor (1), and a lower reinforcing component is arranged outside the first concrete column (2).
2. The reinforcing structure of the girt floor stud cap of claim 1, wherein: the upper portion reinforcing assembly comprises a reinforcing annular plate (8) arranged above the reinforcing steel plate (4), the inner wall of the reinforcing annular plate (8) is attached to the two-layer concrete column (3), a plurality of reinforcing vertical steel plates (9) are uniformly arranged above the reinforcing annular plate (8), and a plurality of two-layer column reinforcing plates (10) are welded between the vertical directions of the adjacent reinforcing vertical steel plates (9).
3. The reinforcing structure of the girt floor stud cap of claim 1, wherein: the lower part reinforcing assembly comprises a plurality of vertical flat steels (11) which are uniformly arranged on the outer side of the one-layer concrete column (2), a plurality of flat steel plates (12) are welded between the vertical directions of the vertical flat steels (11) adjacently, column cap oblique reinforcing flat steels (13) are arranged above the vertical flat steels (11), column cap flat steel plates are welded between the column cap oblique reinforcing flat steels (13) adjacently, and connecting sheets (14) are arranged at the upper ends of the column cap oblique reinforcing flat steels (13).
4. A reinforcing structure for a flat roof stud as set forth in claim 3, wherein: the vertical flat steel (11), the column cap oblique reinforcement flat steel (13) and the connecting sheet (14) are integrally formed.
5. The reinforcing structure for a flat roof stud as set forth in claim 4, wherein: the column cap top surface reinforcement flat steel (6), the two-layer floor (1), the column cap concrete supporting plate (7) and the connecting sheet (14) are connected through a second chemical bolt (15).
6. The reinforcing structure for a flat roof stud as set forth in claim 5, wherein: the included angle between the vertical flat steel (11) and the column cap oblique reinforcement flat steel (13) is 120 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321774310.XU CN220301848U (en) | 2023-07-07 | 2023-07-07 | Reinforcing structure for beam-free floor column cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321774310.XU CN220301848U (en) | 2023-07-07 | 2023-07-07 | Reinforcing structure for beam-free floor column cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220301848U true CN220301848U (en) | 2024-01-05 |
Family
ID=89345398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321774310.XU Active CN220301848U (en) | 2023-07-07 | 2023-07-07 | Reinforcing structure for beam-free floor column cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220301848U (en) |
-
2023
- 2023-07-07 CN CN202321774310.XU patent/CN220301848U/en active Active
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