CN216042523U - Be applied to annular staple bolt formula bracket on pier stud - Google Patents
Be applied to annular staple bolt formula bracket on pier stud Download PDFInfo
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- CN216042523U CN216042523U CN202023232732.3U CN202023232732U CN216042523U CN 216042523 U CN216042523 U CN 216042523U CN 202023232732 U CN202023232732 U CN 202023232732U CN 216042523 U CN216042523 U CN 216042523U
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Abstract
The utility model discloses an annular hoop type bracket applied to a pier stud. Under the condition of keeping the structure of the original triangular bracket unchanged basically, the utility model changes the connection mode of the brackets at two sides of the external pier stud into the connection between the upper annular hoop and the lower annular hoop, thereby replacing the conventional bracket structure form (pre-embedded opposite pulling type), a gap is arranged between the upper annular hoop and the lower annular hoop at two sides, the brackets at two sides are tensioned by bolts after the upper annular hoop and the lower annular hoop are tightly attached to the external pier stud, and the brackets are prevented from falling by the friction force generated between the hoop panel of the upper annular hoop and the lower annular hoop and the external pier stud. Therefore, the problem that the conventional bracket structure cannot be used and the like when the pier stud is a cylindrical pier or is not allowed to be embedded can be solved.
Description
Technical Field
The utility model relates to an annular hoop type bracket applied to a pier stud, in particular to the technical field of the construction industry of cast-in-place pier studs and upper-layer structures thereof.
Background
After the pier stud is poured, a temporary platform is usually built on the pier top by using a bracket to pour the pier top beam in situ. The conventional bracket structure is in a pre-buried opposite-pulling type, namely, an embedded part is reserved in a beam body, and the bracket is connected with the embedded part and then reinforced by using finish-rolled deformed steel bar through-wall opposite-pulling. When the pier stud is a cylindrical pier or is not allowed to be embedded, the structural bracket cannot be used.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide an annular hoop type bracket applied to a pier stud, and aims to solve the problem that the conventional bracket structure proposed in the background art is in a pre-buried opposite-pulling type, namely, an embedded part is reserved in a beam body, and the bracket is connected with the embedded part and then reinforced in a wall-penetrating opposite-pulling manner by using finish-rolled deformed steel bars. When the pier stud is a cylindrical pier or is not allowed to be embedded, the structural bracket cannot be used and the like.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an annular staple bolt formula bracket for on pier stud, includes annular staple bolt formula bracket, crossbeam, annular staple bolt formula bracket is provided with the bracket, goes up annular staple bolt, lower annular staple bolt, distribution beam, bracing, cross-linking, stand, staple bolt panel, space, bolt, annular staple bolt formula bracket.
Preferably, annular staple bolt formula bracket comprises bracket, last annular staple bolt, lower annular staple bolt, distribution roof beam, bracing, violently even, 7 parts of stand, external pier stud both sides are provided with the bracket, the bracket sets up along its external pier stud direction, the bracket adopts the triangle structure bracket, the bracket adopts the I-steel setting of built-in gyro wheel, can prevent from promoting in-process bracket and pier stud collision from this.
Preferably, the upper annular hoop and the lower annular hoop are located in the middle of the distribution beam, the upper annular hoop and the lower annular hoop are integrally arranged in a welding mode, and the upper annular hoop and the lower annular hoop are tightened to fix the bracket on an external pier.
Preferably, the left side and the right side of the distribution beam are fixedly welded with inclined struts, the inclined struts are arranged in an inclined mode, and the other ends of the inclined struts and the cross beam are fixedly connected through bolts.
Preferably, the upper annular hoop is fixed on the upper side of the cross beam, the upright columns are fixedly arranged between the cross beam and the distribution beam, and the lower annular hoop is located on the upper side of the distribution beam.
Preferably, go up annular staple bolt and lower annular staple bolt cooperation and use to when buckling each other go up annular staple bolt and be provided with the space down between the annular staple bolt, it is taut with both sides bracket through the bolt behind the external pier stud of closely laminating with lower annular staple bolt to go up annular staple bolt, go up annular staple bolt and the staple bolt panel of lower annular staple bolt and the frictional force between the external pier stud can prevent that the bracket from dropping.
Preferably, the upper annular hoop and the lower annular hoop are tensioned to fix the bracket on the pier stud, the distribution beam welded with the upper annular hoop and the lower annular hoop into a whole is connected on a plurality of rows of inclined struts, and then the distribution beam is connected with the upright columns, the transverse beams and the transverse beams into a whole to form the annular hoop type bracket.
The utility model provides an annular hoop type bracket applied to a pier stud, which has the following beneficial effects: under the condition of keeping the structure of the original triangular bracket unchanged basically, the utility model changes the connection mode of the brackets at two sides of the external pier stud into the connection between the upper annular hoop and the lower annular hoop, thereby replacing the conventional bracket structure form (pre-embedded opposite pulling type), a gap is arranged between the upper annular hoop and the lower annular hoop at two sides, the brackets at two sides are tensioned by bolts after the upper annular hoop and the lower annular hoop are tightly attached to the external pier stud, and the brackets are prevented from falling by the friction force generated between the hoop panel of the upper annular hoop and the lower annular hoop and the external pier stud. Therefore, the problem that the conventional bracket structure cannot be used and the like when the pier stud is a cylindrical pier or is not allowed to be embedded can be solved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model without limiting the utility model in which:
fig. 1 is a front view of an annular hoop-type bracket applied to a pier stud according to the present invention;
fig. 2 is a top view of an annular hoop-type bracket applied to a pier stud according to the present invention;
fig. 3 is a left side view of the ring-shaped hoop bracket applied to the pier stud according to the present invention;
in the figure: 1. an upper annular hoop; 2. a column; 3. a cross beam; 4. bracing; 5. a distribution beam; 6. a lower annular hoop; 7. transversely connecting; 8. a bracket; 9. a hoop panel; 10. a void; 11. a bolt; 12. annular staple bolt formula bracket.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides the following technical solutions: the utility model relates to an annular hoop type bracket applied to a pier stud, which comprises an annular hoop type bracket 12 and a cross beam 3, wherein the annular hoop type bracket 12 is provided with a bracket 8, an upper annular hoop 1, a lower annular hoop 6, a distribution beam 5, an inclined strut 4, a transverse connection 7, a column 2, a hoop panel 9, a gap 10 and a bolt 11.
As shown in fig. 1, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: annular staple bolt formula bracket 12 comprises 7 parts such as there is bracket 8, upper ring staple bolt 1, lower annular staple bolt 6, distribution beam 5, bracing 4, cross-linking 7, stand 2, bracket 8 is provided with to external pier stud both sides, bracket 8 sets up along its external pier stud direction, bracket 8 adopts the I-steel setting of built-in gyro wheel, can prevent from promoting in-process bracket and pier stud collision from this.
As shown in fig. 1, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: the lower annular hoop 6 is located in the middle of the distribution beam 5, the distribution beam 5 and the lower annular hoop 6 are integrally arranged in a welding mode, and the upper annular hoop 1 and the lower annular hoop 6 are tightened to fix the bracket 8 on an external pier.
As shown in fig. 1, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: the left side and the right side of the distribution beam 5 are fixedly welded with inclined struts 4, the inclined struts 4 are arranged in an inclined mode, and the other ends of the inclined struts 4 and the cross beam 3 are fixedly connected through bolts 11.
As shown in fig. 2, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: the upper annular hoop 1 is fixed on the upper side of the cross beam 3, the upright post 2 is fixedly arranged between the cross beam 3 and the distribution beam 5, and the lower annular hoop 6 is positioned on the upper side of the distribution beam 5.
As shown in fig. 2, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: go up annular staple bolt 1 and use with the cooperation of annular staple bolt 6 down to when buckling it is provided with space 10 to go up between annular staple bolt 1 and the annular staple bolt 6 down, it is taut with both sides bracket 8 through bolt 11 after the external pier stud of closely laminating of annular staple bolt 1 and annular staple bolt 6 down to go up annular staple bolt 1, the frictional force between the hoop panel of annular staple bolt 1 and annular staple bolt 6 down and the external pier stud can prevent that bracket 8 from dropping.
As shown in fig. 2, the present embodiment provides an annular hoop bracket applied to a pier column, which is characterized in that: the upper annular hoop 1 and the lower annular hoop 6 are tensioned to fix the bracket 8 on the pier stud, and are connected to a plurality of rows of inclined struts 4 through distribution beams 5 which are welded with the upper annular hoop 1 and the lower annular hoop 6 into a whole, and then are connected with the upright posts 2, the transverse connection 7 and the transverse beams 3 into a whole to form the annular hoop type bracket.
The utility model has the following use process: under the condition that the structure of the original triangular bracket is basically unchanged, the utility model changes the connection mode of the brackets 8 at two sides of the external pier stud into the connection between the upper annular hoop 1 and the lower annular hoop 6, thereby replacing the conventional bracket structure mode (pre-embedded opposite pulling type), a gap 10 is arranged between the upper annular hoop 1 and the lower annular hoop at two sides, the brackets 8 at two sides are tensioned through the bolt 11 after the upper annular hoop 1 and the lower annular hoop 6 are tightly attached to the external pier stud, and the brackets 8 are prevented from falling through the friction force generated between the hoop panel 9 of the upper annular hoop 1 and the lower annular hoop 6 and the external pier stud. Therefore, the problem that the conventional bracket structure cannot be used and the like when the pier stud is a cylindrical pier or is not allowed to be embedded can be solved.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (3)
1. The utility model provides an annular staple bolt formula bracket for on pier stud which characterized in that: the hoop type supporting frame comprises an annular hoop type supporting frame (12) and a cross beam (3), wherein the annular hoop type supporting frame (12) is provided with a supporting frame (8), a stand column (2), a hoop panel (9), a gap (10) and a bolt (11); the annular hoop type bracket (12) is composed of a bracket (8), an upper annular hoop (1), a lower annular hoop (6), a distribution beam (5), an inclined strut (4), a transverse connection part (7) and an upright post (2) 7, the brackets (8) are arranged on two sides of an external pier column, the brackets (8) are arranged along the direction of the external pier column, the brackets (8) adopt triangular brackets, and the brackets (8) are arranged by I-steel with built-in rollers; the upper annular hoop (1) and the lower annular hoop (6) are positioned in the middle of the upper side of the distribution beam (5), the upper annular hoop (1) and the lower annular hoop (6) are integrally arranged in a welding mode, and the bracket (8) is fixed on an external pier column after the upper annular hoop (1) and the lower annular hoop (6) are tensioned; the left side and the right side of the distribution beam (5) are fixedly welded with inclined struts (4), the inclined struts (4) are arranged in an inclined mode, and bolts (11) are adopted between the other ends of the inclined struts (4) and the cross beam (3) to be fixedly connected through bolts.
2. The annular hoop type bracket applied to the pier column according to claim 1, wherein: go up annular staple bolt (1) and be fixed in crossbeam (3) upside, fixed stand (2) that are provided with between crossbeam (3) and distribution roof beam (5), it uses with lower annular staple bolt (6) cooperation to go up annular staple bolt (1), and it is provided with space (10) to go up between annular staple bolt (1) and lower annular staple bolt (6), go up annular staple bolt (1) and closely laminate behind the external pier stud with lower annular staple bolt (6) through bolt (11) taut with both sides bracket (8).
3. The annular hoop type bracket applied to the pier column according to claim 1, wherein: go up annular staple bolt (1) and make bracket (8) be fixed in on external pier stud with annular staple bolt (6) take-up back down, connect on a plurality of rows of bracing (4) through with upper annular staple bolt (1) and annular staple bolt (6) welding distribution roof beam (5) as an organic whole down, later be connected as an organic whole with stand (2), cross (7), crossbeam (3) again and form annular staple bolt formula bracket (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023232732.3U CN216042523U (en) | 2020-12-29 | 2020-12-29 | Be applied to annular staple bolt formula bracket on pier stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023232732.3U CN216042523U (en) | 2020-12-29 | 2020-12-29 | Be applied to annular staple bolt formula bracket on pier stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216042523U true CN216042523U (en) | 2022-03-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023232732.3U Active CN216042523U (en) | 2020-12-29 | 2020-12-29 | Be applied to annular staple bolt formula bracket on pier stud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216042523U (en) |
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2020
- 2020-12-29 CN CN202023232732.3U patent/CN216042523U/en active Active
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