CN211817977U - Steel bar formwork structure of bearing column - Google Patents
Steel bar formwork structure of bearing column Download PDFInfo
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- CN211817977U CN211817977U CN201922116969.6U CN201922116969U CN211817977U CN 211817977 U CN211817977 U CN 211817977U CN 201922116969 U CN201922116969 U CN 201922116969U CN 211817977 U CN211817977 U CN 211817977U
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Abstract
The utility model discloses a steel bar formwork structure of a bearing column, which comprises an inner jointed board, wherein the rear side of the inner jointed board is provided with a plurality of square timbers which are pressed against the rear side of the inner jointed board; a splicing seat is arranged between the inner splicing plates, a connecting groove matched with the inner splicing plates is arranged on the splicing seat, and the inner splicing plates are connected through the connecting groove; a clamping groove is formed in the outer side of the splicing seat; an outer jointed board is arranged on the rear side of the square timber; according to the steel bar formwork structure of the bearing column, through the structures of the inner jointed plate, the square wood, the outer jointed plate, the tensioning bolt, the positioning groove, the fixing head, the fixing screw hole, the scaffold, the bottom foot, the clamping groove, the jointing seat and the connecting groove, not only is the quick installation of the inner jointed plate realized, but also the installation efficiency is improved, and the connection and fixation stability of the inner jointed plate is improved; through the mode of the outer jointed board and the tensioning bolt, the reinforcing structure is simplified, and the mounting efficiency and the reinforcing effect are improved.
Description
Technical Field
The utility model relates to a steel bar formwork structure field of heel post specifically is a steel bar formwork structure of heel post.
Background
The columns are long strip members used for supporting the ridge girder truss in the building. The engineering structure mainly bears pressure and sometimes bears bending moment, and is used for supporting beams, trusses, floor slabs and the like. The column is divided into a square column, a cylinder, a tubular column, a rectangular column, an I-shaped column, an H-shaped column, a T-shaped column, an L-shaped column, a cross-shaped column, a double-limb column and a lattice column according to the form of the section; the concrete column is divided into stone columns, brick columns, building block columns, wood columns, steel columns, reinforced concrete columns, stiff reinforced concrete columns, steel pipe concrete columns and various combined columns according to the used materials; the column is divided into short columns, long columns and medium-long columns according to the destruction characteristics or slenderness ratio of the columns.
The existing steel bar formwork of the bearing column is simple in structure and poor in connectivity, and is usually fixed by scattered simple fixing devices when in use, so that the use is inconvenient, and the installation efficiency is low; meanwhile, the existing reinforcing structure has weak capacity and low operation efficiency, and the problems make the invention of a new reinforcing steel bar formwork structure of the bearing column necessary.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel bar formwork structure of heel post to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a steel bar formwork structure of a bearing column comprises an inner jointed board, wherein a plurality of square timbers are arranged on the rear side of the inner jointed board and abut against the rear side of the inner jointed board; a splicing seat is arranged between the inner splicing plates, a connecting groove matched with the inner splicing plates is arranged on the splicing seat, and the inner splicing plates are connected through the connecting groove; a clamping groove is formed in the outer side of the splicing seat; an outer jointed board is arranged on the rear side of the square timber; the inner side of the outer jointed board is provided with a plurality of positioning grooves matched with the square timber; fixing heads are arranged on two sides of the outer jointed board, the fixing heads are tenons which are arranged in a staggered mode, fixing screw holes are formed in the fixing heads, and the fixing heads are fixedly connected through tensioning bolts; the outside of outer makeup is provided with the scaffold frame, and the bottom of scaffold frame is provided with the footing.
As a further aspect of the present invention: the inner jointed board is a wood board; the square wood is vertically arranged.
As a further aspect of the present invention: the splicing seat is made of steel; the thickness of the splicing seat is greater than that of the inner splicing plate by less than one centimeter, and the corners of the splicing seat are of a fillet structure.
As a further aspect of the present invention: the thickness of draw-in groove and concatenation seat equals.
As a further aspect of the present invention: the outer jointed board is wooden, the outer jointed board is of a framework structure, and the length and the width of the outer jointed board are both larger than those of the inner jointed board.
Compared with the prior art, the beneficial effects of the utility model are that: according to the steel bar formwork structure of the bearing column, through the structures of the inner jointed plate, the square wood, the outer jointed plate, the tensioning bolt, the positioning groove, the fixing head, the fixing screw hole, the scaffold, the bottom foot, the clamping groove, the jointing seat and the connecting groove, not only is the quick installation of the inner jointed plate realized, but also the installation efficiency is improved, and the connection and fixation stability of the inner jointed plate is improved; through the mode of the outer jointed board and the tensioning bolt, the reinforcing structure is simplified, and the mounting efficiency and the reinforcing effect are improved.
Drawings
Fig. 1 is a schematic structural diagram of an inner jointed plate in a reinforced form structure of a load-bearing column.
Fig. 2 is a schematic structural view of an outer jointed plate in a reinforced form structure of a load-bearing column.
Fig. 3 is a schematic structural diagram of a steel bar formwork structure of a load-bearing column in front view.
Fig. 4 is a schematic top view of a rebar template structure of a load-bearing column.
In the figure: 1. inner jointed boards; 2. square wood; 3. an outer jointed board; 4. tightening the bolt; 5. positioning a groove; 6. a fixed head; 7. fixing screw holes; 9. a scaffold; 10. footing; 11. a card slot; 12. a splicing seat; 13. and connecting the grooves.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 and 4, in an embodiment of the present invention, a rebar template structure of a load-bearing column includes an inner jointed board 1, where the inner jointed board 1 is a wood board, a plurality of square timbers 2 are disposed at a rear side of the inner jointed board 1, the square timbers 2 are pressed against a rear side of the inner jointed board 1, the square timbers 2 are vertically arranged, and the square timbers 2 are used for supporting the inner jointed board 1, increasing pressure on a supporting plate, and improving a pressing effect; splicing seats 12 are arranged among the inner splicing plates 1, the splicing seats 12 are made of steel, connecting grooves 13 matched with the inner splicing plates 1 are formed in the splicing seats 12, and the inner splicing plates 1 are connected through the connecting grooves 13; the thickness of the splicing seat 12 is greater than that of the inner splicing plate 1 by less than one centimeter, and the corners of the splicing seat 12 are in a fillet structure, so that the flatness of the inner side of the splicing seat 12 is improved, and the smoothness of the surface of the bearing column is controlled; a clamping groove 11 is formed in the outer side of the splicing seat 12, the thicknesses of the clamping groove 11 and the splicing seat 12 are equal, and the clamping groove 11 is used for fixing the splicing seats 12; the inner jointed board 1 is used for molding and fixing the outer surface of the bearing column; the splicing seat 12 is used for connecting splicing plates, and meanwhile, the splicing plates are supported and tensioned for the first time, so that the jacking effect is improved, and meanwhile, the mounting efficiency is improved;
referring to fig. 2-4, in the embodiment of the present invention, an outer jointed board 3 is disposed at the rear side of the square timber 2, the outer jointed board 3 is made of wood, the outer jointed board 3 is a frame structure, and the length and width of the outer jointed board 3 are both greater than those of the inner jointed board 1, so as to facilitate tensioning and pressurization between the outer jointed boards 3; the inner side of the outer jointed board 3 is provided with a plurality of positioning grooves 5 matched with the square timber 2, and the positioning grooves 5 are used for positioning the square timber 2 and increasing the stability of jacking; fixing heads 6 are arranged on two sides of the outer jointed board 3, the fixing heads 6 are tenons arranged in a staggered mode, fixing screw holes 7 are formed in the fixing heads 6, the fixing heads 6 are fixedly connected through tensioning bolts 4, and the tensioning bolts 4 are used for tensioning and fixing the outer jointed board 3 to realize outer layer compression of the inner jointed board 1 and the square timber 2; a scaffold 9 is arranged on the outer side of the outer jointed board 3, a bottom foot 10 is arranged at the bottom of the scaffold 9, the bottom foot 10 is used for improving the stability of the scaffold 9, and the scaffold 9 is used for realizing the external jacking fixation of the outer jointed board 3 and ensuring the verticality of the bearing column;
when the bearing column is used, the inner side formwork of the bearing column is constructed through the inner jointed board 1 and the jointed seat 12, when the jointed seat 12 is used, the jointed seat 12 is clamped and fixed through the clamping groove 11, then the inner jointed board 1 is inserted into the connecting groove 13, and the inner jointed board 1 is tensioned and supported outside through the connecting groove 13; then, square timbers 2 are arranged on the outer sides of the inner jointed boards 1, the outer jointed boards 3 are pressed against the outer sides of the square timbers 2, and the square timbers 2 are clamped in the positioning grooves 5; then the external jointed board 3 is fixed through a tension bolt; and finally, the outer splicing plates 3 are subjected to outer layer jacking and fixing through a scaffold 9.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (5)
1. The reinforced template structure of the bearing column comprises an inner jointed board (1) and is characterized in that a plurality of square timbers (2) are arranged on the rear side of the inner jointed board (1), and the square timbers (2) are pressed against the rear side of the inner jointed board (1); splicing seats (12) are arranged between the inner splicing plates (1), connecting grooves (13) matched with the inner splicing plates (1) are formed in the splicing seats (12), and the inner splicing plates (1) are connected through the connecting grooves (13); a clamping groove (11) is arranged on the outer side of the splicing seat (12); an outer jointed board (3) is arranged on the rear side of the square timber (2); the inner side of the outer jointed board (3) is provided with a plurality of positioning grooves (5) matched with the square timber (2); fixing heads (6) are arranged on two sides of the outer jointed board (3), the fixing heads (6) are tenons which are arranged in a staggered mode, fixing screw holes (7) are formed in the fixing heads (6), and the fixing heads (6) are fixedly connected through tensioning bolts (4); the outer side of the outer jointed board (3) is provided with a scaffold (9), and the bottom of the scaffold (9) is provided with a footing (10).
2. The rebar template structure of the bearing column as claimed in claim 1, wherein the inner jointed boards (1) are wood boards; the square timber (2) is vertically arranged.
3. The steel reinforced formwork structure of the bearing column according to claim 1, wherein the splicing seat (12) is made of steel; the thickness of the splicing seat (12) is greater than that of the inner splicing plate (1) by less than one centimeter, and the corners of the splicing seat (12) are of a fillet structure.
4. The steel bar formwork structure of bearing column according to claim 1, wherein the thickness of the clamping groove (11) and the splicing seat (12) is equal.
5. The rebar template structure of the bearing column as claimed in claim 1, wherein the outer panels (3) are wooden, the outer panels (3) are of a framework structure, and the length and the width of the outer panels (3) are larger than those of the inner panels (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922116969.6U CN211817977U (en) | 2019-12-02 | 2019-12-02 | Steel bar formwork structure of bearing column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922116969.6U CN211817977U (en) | 2019-12-02 | 2019-12-02 | Steel bar formwork structure of bearing column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211817977U true CN211817977U (en) | 2020-10-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922116969.6U Active CN211817977U (en) | 2019-12-02 | 2019-12-02 | Steel bar formwork structure of bearing column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211817977U (en) |
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2019
- 2019-12-02 CN CN201922116969.6U patent/CN211817977U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210728 Address after: 226399 room 105, building 8, Ankang community, Jinsha Town, Tongzhou District, Nantong City, Jiangsu Province Patentee after: Xu Tianqiang Address before: 465211 school villager group, hezhai village, Hongbu Township, Gushi County, Xinyang City, Henan Province Patentee before: Fan Lijuan |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210811 Address after: 202150 No. 518, Ximen Road, Chengqiao Town, Chongming District, Shanghai Patentee after: Shanghai Haofeng Construction Engineering Co.,Ltd. Address before: 226399 room 105, building 8, Ankang community, Jinsha Town, Tongzhou District, Nantong City, Jiangsu Province Patentee before: Xu Tianqiang |
|
| TR01 | Transfer of patent right |