CN215593655U - Bridge bearing platform is in same direction as connecing assembled pier stud steel reinforcement cage device - Google Patents
Bridge bearing platform is in same direction as connecing assembled pier stud steel reinforcement cage device Download PDFInfo
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- CN215593655U CN215593655U CN202120368085.4U CN202120368085U CN215593655U CN 215593655 U CN215593655 U CN 215593655U CN 202120368085 U CN202120368085 U CN 202120368085U CN 215593655 U CN215593655 U CN 215593655U
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- reinforcement cage
- pier stud
- bearing platform
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Abstract
The utility model discloses a bridge bearing platform forward-connection assembly type pier column reinforcement cage device, which comprises: the supporting beams are oppositely arranged, the opposite sides of the supporting beams extend to form an upper flange plate and a lower flange plate respectively, the lower flange plate is adjustably provided with a connecting bolt used for being connected to the upper part of the steel bar structure of the bridge supporting platform, and the supporting beams are provided with strip-shaped through holes arranged along the length direction of the supporting beams; two ends of the limiting rods are respectively and slidably arranged in the strip-shaped through holes of the two supporting beams; and the locking assembly comprises two clamping pieces which are arranged at the end parts of the limiting rods in a position-adjustable manner, the two clamping pieces are respectively pressed against two opposite sides of the supporting beam, one clamping piece is connected with a buckling plate, the buckling plate is connected to the upper flange plate in a pulling manner, and the two limiting rods and the two supporting beams are enclosed to form a positioning space for the pier stud reinforcement cage to be embedded. The utility model solves the problems that the butt joint of the bearing platform and the assembled pier stud reinforcement cage is easy to deviate and the butt joint construction efficiency is low.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a bridge bearing platform forward-connection assembly type pier column reinforcement cage device.
Background
In the construction process of the bridge lower structure, the connection mode of the bearing platform and the assembled pier stud reinforcement cage is that the assembled pier stud reinforcement cage is formed in a processing field according to the size of the bearing platform, and the assembled pier stud reinforcement cage is fixedly formed in a butt joint mode with the bearing platform. In the integral hoisting and butt joint process, the pier stud reinforcement cage and the bearing platform are often deviated, and the hoisting and butt joint efficiency is low.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects in the prior art, the bridge bearing platform forward-connection assembly type pier stud reinforcement cage device is provided so as to solve the problems that the bearing platform and the assembly type pier stud reinforcement cage are easy to deviate in butt joint and the butt joint construction efficiency is low.
In order to realize above-mentioned purpose, provide a bridge cushion cap is in same direction as connecing assembled pier stud steel reinforcement cage device, include:
the supporting beam is provided with a strip-shaped through hole arranged along the length direction of the supporting beam;
two ends of the limiting rod are respectively arranged in the strip-shaped through holes of the two supporting beams in a sliding manner; and
the multi-group locking assembly comprises two clamping pieces and two clamping pieces, wherein the positions of the two clamping pieces are adjustably installed at the end parts of the limiting rods, the two clamping pieces respectively press against the two opposite sides of the supporting beam, one clamping piece is connected with a buckle plate, the buckle plate is pulled and connected with the upper flange plate, and the two limiting rods and the two supporting beam are enclosed to form a positioning space for the pier stud reinforcement cage to be embedded.
Furthermore, two ends of the lower flange plate are respectively provided with a strip-shaped through hole, the upper end of the connecting bolt is slidably arranged in the strip-shaped through hole, the upper end of the connecting bolt is respectively screwed with two fastening nuts, and the two fastening nuts are respectively pressed against the upper surface and the lower surface of the lower flange plate.
Furthermore, the number of the connecting bolts is multiple, and a plurality of connecting bolts are arranged in one strip-shaped through hole.
Furthermore, the limiting rod is a straight threaded rod, the clamping piece is provided with an internal threaded hole, and two ends of the straight threaded rod are screwed in the internal threaded holes of the clamping piece respectively.
Further, clamps on opposite sides of the support beam are connected to the pinch plate.
Further, the clamping piece is a straight thread sleeve.
Further, the buckle includes:
the vertical section is connected to the clamping pieces on the opposite sides of the supporting beam and attached to the opposite sides of the supporting beam; and
and the buckling hook is hooked on one side, far away from the supporting beam, of the upper flange plate and is connected to the vertical section.
The bridge bearing platform direct-connection assembly type pier stud reinforcement cage device has the advantages that the distance between the two support beams and the distance between the two limiting rods are respectively matched with the size of the pier stud reinforcement cage by adjusting the distance between the two support beams through the locking assembly, and then the support beams are stably installed on the upper portion of a reinforcement structure of the bridge bearing platform through the connecting bolts, so that the pier stud reinforcement cage can be quickly and accurately installed on the reinforcement structure of the bridge bearing platform in a butt joint mode, and the butt joint construction efficiency of the bridge bearing platform and the assembly type pier stud reinforcement cage is improved.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of a bridge bearing platform forward-connection assembly type pier stud reinforcement cage device according to an embodiment of the utility model.
Fig. 2 is a schematic structural view of a connecting node of a limiting rod and a locking assembly according to an embodiment of the present invention.
FIG. 3 is a schematic structural view of a gusset plate according to an embodiment of the present invention.
Fig. 4 is a schematic view of an installation state of the bridge bearing platform forward-connection assembly type pier stud reinforcement cage device according to the embodiment of the utility model.
Fig. 5 is a schematic structural view of the opposite side of the support beam according to the embodiment of the utility model.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1 to 5, the present invention provides a bridge bearing platform forward-connection assembly type pier stud reinforcement cage device, including: two supporting beams 1, two limiting rods 2 and a plurality of groups of locking components.
Wherein, the support beam 1 is placed on the upper part of the steel bar structure 4 of the bridge bearing platform. The two support beams 1 are oppositely arranged. The opposite sides of the support beam 1 are respectively formed with an upper flange plate 11 and a lower flange plate 12 extending therefrom. The steel bar structure 4 of the bridge bearing platform is supported at the bottom of the lower flange plate, so that the bearing beam is stably arranged on the steel bar structure 4 of the bridge bearing platform. The lower flange plate 12 is position-adjustably mounted with a coupling bolt for coupling to the upper portion of the reinforcing bar structure 4 of the bridge cap. The supporting beam 1 is provided with a strip-shaped through hole arranged along the length direction of the supporting beam 1.
The two limiting rods 2 are arranged in the same direction. Two ends of each limiting rod 2 are respectively and slidably arranged in the strip-shaped through holes of the two supporting beams 1. The locking components are arranged at two ends of the limiting rod to lock the limiting rod to the supporting beam.
Specifically, the locking assembly includes two clamping members 31 and a pinch plate 32. Wherein, two clamping pieces 31 are respectively arranged at the end part of the limiting rod 2 in a position-adjustable way. The two clamping members 31 are pressed against opposite sides of the support beam 1 (i.e. opposite sides and opposite sides of the same support beam). One of the two clamps 31 is connected with a pinch plate 32. The pinch plate 32 is tied to the upper flange plate 11. After the locking assembly locks the limiting rods on the supporting beams, the two limiting rods 2 and the two supporting beams 1 enclose to form a positioning space for embedding the pier stud reinforcement cage.
According to the bridge bearing platform forward-connection assembly type pier stud reinforcement cage device, the distance between the two support beams is adjusted through the locking assembly, so that the distance between the two support beams and the distance between the two limiting rods are respectively adaptive to the size of the pier stud reinforcement cage, and then the support beams are stably installed on the upper portion of the reinforcement structure of the bridge bearing platform through the connecting bolts, so that the pier stud reinforcement cage can be quickly and accurately installed on the reinforcement structure of the bridge bearing platform in a butt joint mode, and the butt joint construction efficiency of the bridge bearing platform and the assembly type pier stud reinforcement cage is improved.
In this embodiment, the bottom flange 12 of the supporting beam has through-holes at two ends. The strip-shaped through hole is arranged along the length direction of the supporting beam. The upper end of the connecting bolt is slidably arranged in the strip-shaped through hole. The upper end of the connecting bolt is respectively screwed with two fastening nuts. The two fastening nuts are pressed against the upper and lower surfaces of the lower flange plate 12, respectively.
In a preferred embodiment, the number of the connecting bolts is plural. A plurality of connecting bolts are arranged in each strip-shaped through hole. In this embodiment, three connecting bolts are disposed in each through bar hole. The space between the connecting bolts is adapted to the steel bar space of the steel bar structure of the bridge bearing platform. A plurality of connecting bolts are respectively connected with the vertical steel bars of the steel bar structure of the bridge bearing platform.
In a preferred embodiment, the stop rod 2 is a straight threaded rod. The holder 31 is provided with an internal threaded hole. Two ends of the straight threaded rod are screwed in the internal threaded holes of the two clamping pieces 31 respectively.
In this embodiment, as shown in fig. 2 and 3, the clamps 31 on the opposite sides of the support beam 1 are connected to the gusset plate 32. The clamping member 31 is a straight threaded sleeve.
Specifically, the buckle 32 includes: a vertical section 321 and a snap hook 322.
The vertical section 321 is connected to the clamps 31 on the opposite side of the support beam 1, and the vertical section 321 is attached to the opposite side of the support beam 1. The engaging hook 322 is hooked on a side of the upper flange plate 11 away from the support beam 1, and the engaging hook 322 is connected to the vertical section 321.
The vertical section is plate-shaped.
When the bridge bearing platform forward-connection assembly type pier column reinforcement cage device is used, two supporting beams are fixed by corresponding to bearing platforms with different sizes, the distance between the two limiting rods is adjusted at the same time, the limiting rods form a # -shaped positioning space for embedding the pier column reinforcement cage, and the assembly type pier column reinforcement cage is guided by the positioning space to be rapidly forward-connected and positioned with a reinforcement structure of the bearing platform.
The bridge bearing platform forward-connection assembly type pier stud reinforcement cage device realizes quick forward connection of the bearing platform and the assembly type reinforcement cage pier stud, and avoids the quality problem of butt joint deviation; meanwhile, the bridge bearing platform in-line assembled pier column reinforcement cage device avoids the subsequent dismantling difficulty caused by welding in a simple and practical detachable assembling mode; the bridge bearing platform forward-connection assembly type pier column reinforcement cage device is flexible and practical, can be used after being spliced, can be disassembled after being completed, can be recycled, and is economic and environment-friendly.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be understood by those skilled in the art that the scope of the present invention is not limited to the specific combination of the above-mentioned features, but also covers other embodiments formed by any combination of the above-mentioned features or their equivalents without departing from the spirit of the present invention. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (7)
1. The utility model provides a bridge cushion cap is in same direction as connecing assembled pier stud steel reinforcement cage device which characterized in that includes:
the supporting beam is provided with a strip-shaped through hole arranged along the length direction of the supporting beam;
two ends of the limiting rod are respectively arranged in the strip-shaped through holes of the two supporting beams in a sliding manner; and
the multi-group locking assembly comprises two clamping pieces and two clamping pieces, wherein the positions of the two clamping pieces are adjustably installed at the end parts of the limiting rods, the two clamping pieces respectively press against the two opposite sides of the supporting beam, one clamping piece is connected with a buckle plate, the buckle plate is pulled and connected with the upper flange plate, and the two limiting rods and the two supporting beam are enclosed to form a positioning space for the pier stud reinforcement cage to be embedded.
2. The bridge bearing platform forward-connection assembly type pier stud reinforcement cage device according to claim 1, wherein two through bar-shaped holes are respectively formed at two ends of the lower flange plate, the upper end of the connecting bolt is slidably arranged in the through bar-shaped holes, two fastening nuts are respectively screwed at the upper end of the connecting bolt, and the two fastening nuts are respectively pressed against the upper surface and the lower surface of the lower flange plate.
3. The bridge bearing platform forward-connection assembly type pier stud reinforcement cage device according to claim 2, wherein the number of the connecting bolts is multiple, and a plurality of the connecting bolts are arranged in one strip-shaped through hole.
4. The bridge bearing platform forward-connection assembly type pier stud reinforcement cage device according to claim 1, wherein the limiting rod is a straight threaded rod, the clamping pieces are provided with internal threaded holes, and two ends of the straight threaded rod are respectively screwed in the internal threaded holes of the two clamping pieces.
5. The bridge deck drop-in assembly pier stud rebar cage apparatus of claim 4, wherein clamps on opposite sides of the support beam are connected to the gusset.
6. The bridge deck drop-in assembly type pier stud reinforcement cage apparatus of claim 5, wherein the clamping member is a straight threaded sleeve.
7. The bridge cushion cap cis-connecting assembly type pier stud reinforcement cage device according to claim 5, wherein the buckle plate comprises:
the vertical section is connected to the clamping pieces on the opposite sides of the supporting beam and attached to the opposite sides of the supporting beam; and
and the buckling hook is hooked on one side, far away from the supporting beam, of the upper flange plate and is connected to the vertical section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120368085.4U CN215593655U (en) | 2021-02-08 | 2021-02-08 | Bridge bearing platform is in same direction as connecing assembled pier stud steel reinforcement cage device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120368085.4U CN215593655U (en) | 2021-02-08 | 2021-02-08 | Bridge bearing platform is in same direction as connecing assembled pier stud steel reinforcement cage device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215593655U true CN215593655U (en) | 2022-01-21 |
Family
ID=79868102
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120368085.4U Active CN215593655U (en) | 2021-02-08 | 2021-02-08 | Bridge bearing platform is in same direction as connecing assembled pier stud steel reinforcement cage device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215593655U (en) |
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2021
- 2021-02-08 CN CN202120368085.4U patent/CN215593655U/en active Active
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