CN217378602U - Combined bracket structure for pier stud - Google Patents
Combined bracket structure for pier stud Download PDFInfo
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- CN217378602U CN217378602U CN202221271207.9U CN202221271207U CN217378602U CN 217378602 U CN217378602 U CN 217378602U CN 202221271207 U CN202221271207 U CN 202221271207U CN 217378602 U CN217378602 U CN 217378602U
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- steel
- pier stud
- bracket
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- rod
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
The utility model discloses a combined bracket structure used on a pier stud, which comprises a pier stud and a foundation bracket, wherein the pier stud is internally provided with static-load deformed steel bar and a pin bar which are arranged up and down relatively, the static-load deformed steel bar is positioned above the pin bar, the foundation bracket is arranged at two sides of the pier stud, and the foundation bracket is respectively connected with the static-load deformed steel bar and the pin bar; the foundation support frame includes right angled triangle's superstructure and substructure, the superstructure is including montant, horizontal pole and the down tube that is connected, the horizontal pole is kept away from the one end of pier stud is connected with the I-steel, the I-steel is for transversely setting up just the I-steel is kept away from the one end of horizontal pole is through double-pin groove steel with the down tube is connected. The utility model has the advantages that: the construction requirement can be effectively solved, the utilization rate of the bracket is improved, the material utilization rate is reduced, and the effects of saving cost and accelerating construction efficiency are achieved.
Description
Technical Field
The utility model belongs to the technical field of the technique of bridge construction and specifically relates to a combination formula bracket structure for on pier stud.
Background
At present, the construction scheme aiming at the continuous beam 0# block and the side span cast-in-place section mainly comprises two types: firstly, full supports are erected and fully distributed from the ground to the bottom of the structure, the material period is long, the traffic requirement is high, and the overall height of the structure is low; secondly, the combination of steel pipe piles, I-shaped steel and the like is used, the requirement on the bearing capacity of the foundation is high, and calculation is needed according to actual conditions; thirdly, a bracket structure is adopted, and the bracket is processed according to each structural form, so that the material waste is large, and the construction cost is high.
Accordingly, there is a need for a sectional bracket structure for a pier stud that can solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a modular bracket structure for on pier stud according to above-mentioned prior art not enough, utilize I-steel and double pin channel-section steel to lengthen basic bracket to satisfy not unidimensional 0# piece, the use of the cast-in-place section of side span.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
the utility model provides a combination formula bracket structure for on pier stud which characterized in that: the device comprises a pier stud and a foundation bracket, wherein static load deformed steel and a pin rod which are arranged up and down relatively are arranged in the pier stud, the static load deformed steel is positioned above the pin rod, the foundation bracket is arranged on two sides of the pier stud, and the foundation bracket is respectively connected with the static load deformed steel and the pin rod; the foundation support frame includes right angled triangle's superstructure and substructure, the superstructure is including montant, horizontal pole and the down tube that is connected, the horizontal pole is kept away from the one end of pier stud is connected with the I-steel, the I-steel is for transversely setting up just the I-steel is kept away from the one end of horizontal pole is through double-pin groove steel with the down tube is connected.
The junction of the vertical rod and the transverse rod is connected with the diagonal rod through a reinforcing rod.
The static load deformed steel and the pin rod are both arranged in the embedded hollow steel pipe of the pier stud.
The end part of the static load deformed steel bar is connected with the cross bar of the upper structure, and the end part of the pin rod is connected with the lower structure.
The cross bar is connected with the I-shaped steel, the I-shaped steel is connected with the double-spliced channel steel and the double-spliced channel steel is connected with the inclined bar through high-strength bolts.
The utility model has the advantages that: the construction requirement can be effectively solved, the utilization rate of the bracket is improved, the material utilization rate is reduced, and the effects of saving cost and accelerating construction efficiency are achieved.
Drawings
Fig. 1 is a sectional view of the modular bracket structure of the present invention.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example in conjunction with the accompanying drawings to facilitate understanding by those skilled in the art:
as shown in figure 1, the marks 1-12 in the figure are respectively shown as a pier stud 1, a foundation bracket 2, a pin rod 3, static load deformed steel 4, double-spliced channel steel 5, I-steel 6, a high-strength bolt 7, a lower structure 8, a vertical rod 9, a cross rod 10, an inclined rod 11 and a reinforcing rod 12.
Example (b): as shown in fig. 1, the present embodiment relates to a combined bracket structure for a pier stud, which mainly comprises a pier stud 1 and a base bracket 2, wherein a static threaded steel 4 and a pin rod 3 are installed in the pier stud 1, the static threaded steel 4 and the pin rod 3 are arranged up and down relatively, and the static threaded steel 4 is located above the pin rod 3. The foundation bracket 2 is arranged on two sides of the pier stud 1, and the foundation bracket 2 is respectively connected with the static load deformed steel bar 4 and the pin rod 3. Wherein, foundation bracket 2 includes right triangle's superstructure and substructure 8, and superstructure and substructure 8 link together, superstructure is including the montant 9 that is connected, horizontal pole 10 and down tube 11, the one end that pier stud 1 was kept away from to horizontal pole 10 is connected with I-steel 6, I-steel 6 is horizontal setting, and I-steel 6 keeps away from the one end of horizontal pole 10 and is connected with down tube 11 through double-pin channel-section steel 5, utilize I-steel 6 and double-pin channel-section steel 5 to connect long foundation bracket 2, with the 0# piece that satisfies not unidimensional, the use of the cast-in-place section of side span.
As shown in fig. 1, the joints of the vertical bars 9 and the horizontal bars 10 are connected with the diagonal bars 11 through reinforcing bars 12 for improving the stability of the foundation bracket 2. The cross rod 10 is connected with the I-shaped steel 6, the I-shaped steel 6 is connected with the double-spliced channel steel 5, and the double-spliced channel steel 5 is connected with the inclined rod 11 through the high-strength bolt 7, so that the reliable connection of the lengthened structure and the basic bracket is guaranteed. In addition, in this embodiment, the static load deformed steel bar 4 and the pin rod 3 are both installed in the embedded hollow steel pipe of the pier stud 1. The end of the static load deformed steel bar 4 is connected with a cross bar 10 of the upper structure, and the end of the pin rod 3 is connected with the lower structure 8.
To sum up, in this embodiment, can effectively solve the construction needs, improve the utilization ratio of bracket simultaneously, reduce the material rate of utilization, reach the effect of saving the cost, accelerating the efficiency of construction.
Although the conception and the embodiments of the present invention have been described in detail with reference to the drawings, those skilled in the art will recognize that various changes and modifications can be made therein without departing from the scope of the appended claims, and therefore, the description is not repeated herein.
Claims (5)
1. The utility model provides a combination formula bracket structure for on pier stud which characterized in that: the device comprises a pier stud and a foundation bracket, wherein static load deformed steel and a pin rod which are arranged up and down relatively are arranged in the pier stud, the static load deformed steel is positioned above the pin rod, the foundation bracket is arranged on two sides of the pier stud, and the foundation bracket is respectively connected with the static load deformed steel and the pin rod; the foundation support frame includes right angled triangle's superstructure and substructure, the superstructure is including montant, horizontal pole and the down tube that is connected, the horizontal pole is kept away from the one end of pier stud is connected with the I-steel, the I-steel is for transversely setting up just the I-steel is kept away from the one end of horizontal pole is through double-pin groove steel with the down tube is connected.
2. The sectional bracket structure for a pier stud according to claim 1, wherein: the junction of the vertical rod and the transverse rod is connected with the diagonal rod through a reinforcing rod.
3. The sectional bracket structure for a pier stud according to claim 1, wherein: the static load deformed steel and the pin rod are both arranged in the embedded hollow steel pipe of the pier stud.
4. The sectional bracket structure for a pier stud according to claim 1, wherein: the end part of the static load deformed steel bar is connected with the cross bar of the upper structure, and the end part of the pin rod is connected with the lower structure.
5. The sectional bracket structure for a pier stud according to claim 1, wherein: the cross bar is connected with the I-shaped steel, the I-shaped steel is connected with the double-spliced channel steel and the double-spliced channel steel is connected with the inclined bar through high-strength bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221271207.9U CN217378602U (en) | 2022-05-25 | 2022-05-25 | Combined bracket structure for pier stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221271207.9U CN217378602U (en) | 2022-05-25 | 2022-05-25 | Combined bracket structure for pier stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217378602U true CN217378602U (en) | 2022-09-06 |
Family
ID=83089916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221271207.9U Active CN217378602U (en) | 2022-05-25 | 2022-05-25 | Combined bracket structure for pier stud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217378602U (en) |
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2022
- 2022-05-25 CN CN202221271207.9U patent/CN217378602U/en active Active
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