CN213978613U - Reinforced concrete combination beam pier column reinforced structure - Google Patents

Reinforced concrete combination beam pier column reinforced structure Download PDF

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Publication number
CN213978613U
CN213978613U CN202022370103.0U CN202022370103U CN213978613U CN 213978613 U CN213978613 U CN 213978613U CN 202022370103 U CN202022370103 U CN 202022370103U CN 213978613 U CN213978613 U CN 213978613U
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China
Prior art keywords
pole
hinge bar
wall
combination beam
interior pole
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CN202022370103.0U
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Chinese (zh)
Inventor
郭吉平
冉建锋
张基进
王普
张勇
杨青松
曹凯
张俊君
赵胤
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Guizhou Road and Bridge Group Co Ltd
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Guizhou Road and Bridge Group Co Ltd
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Abstract

The utility model relates to a bridge construction technical field specifically is a reinforced concrete combination beam pier stud reinforced structure, including the concrete column, the surface cover of concrete column is equipped with fixed planking, and the surface cover of fixed planking is equipped with the hinge bar, the inside of hinge bar is inserted and is equipped with interior pole, the inside of hinge bar is inserted and is equipped with the bolt, pole in the bilateral symmetry fixedly connected with of hinge bar, and the bottom fixedly connected with fixed block of pole in, the inside symmetry in both sides of fixed block is inserted and is equipped with the stopper, and the stopper is close to the first slider of one side upper and lower both ends symmetry fixedly connected with each other, through spring coupling between the stopper, the bottom surface cover of interior pole is equipped with the outer pole. The utility model discloses be provided with fixed planking and bolt, through rotating the bolt, when making the bolt keep away from the inside of interior pole, at this moment stimulate the hinge bar, can make the surface slip of hinge bar in interior pole to can make things convenient for the not equidimension concrete column of hinge bar block.

Description

Reinforced concrete combination beam pier column reinforced structure
Technical Field
The utility model relates to a bridge construction technical field specifically is a reinforced concrete combination beam pier stud reinforced structure.
Background
The pier stud is used as an important component of a bridge, the appearance design and quality management of the pier stud have profound influence on the overall stability of the bridge, the construction quality management of the appearance of the pier stud of the bridge is enhanced, the management of raw materials, constructors and construction processes are started, and corresponding solutions are made for pitted surface, bubbles, honeycombs and watermark phenomena, so that the appearance of the pier stud of the bridge meets basic requirements.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforced concrete combination beam pier stud reinforced structure to the junction between the current fixed plate that proposes in solving above-mentioned background art is unstable, causes easily to drop in the watering, thereby leads to stopping the problem of construction.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a steel-concrete composite beam pier stud reinforced structure, includes the concrete column, the surface cover of concrete column is equipped with fixed planking, and the surface cover of fixed planking is equipped with the hinge bar, the inside of hinge bar is inserted and is equipped with interior pole, the inside of hinge bar is inserted and is equipped with the bolt, pole in the bilateral symmetry fixedly connected with of hinge bar, and the bottom fixedly connected with fixed block of interior pole, the inside symmetry in both sides of fixed block is inserted and is equipped with the stopper, and the stopper is close to one side each other about the first slider of both ends symmetry fixedly connected with, through spring coupling between the stopper, the bottom surface cover of interior pole is equipped with the outer pole.
Preferably, the articulated rods are provided with two groups, and the two groups of articulated rods are connected through a bearing.
Preferably, the inside of the hinge rod is provided with an annular sliding groove corresponding to the inner rod, the inner walls of the upper end and the lower end of the annular sliding groove are provided with sliding rails corresponding to the second sliding block, the second sliding block is inserted into the sliding rails, and the inner rod is in sliding connection with the hinge rod.
Preferably, the inner rod is provided with two groups, the surfaces of the two groups of inner rods are uniformly provided with rectangular grooves in an annular array, the inner walls of the rectangular grooves are provided with internal threads matched with the external threads on the surfaces of the bolts, and the bolts are in threaded clamping connection with the inner rods.
Preferably, the inner wall of the fixed block is provided with a sliding chute, and the sliding chute arranged on the inner wall of the fixed block is in sliding connection with the first sliding block assembly.
Preferably, one end, far away from the fixed block, of the limiting block is semicircular, a semicircular groove is formed in the inner wall of the outer rod, and the size of the semicircular surface formed in the surface of the limiting block is matched with the size of the inner wall of the semicircular groove formed in the inner wall of the outer rod.
Compared with the prior art, the beneficial effects of the utility model are that:
according to the device, the fixed outer plate and the bolt are arranged, and when the bolt is far away from the inner part of the inner rod by rotating the bolt, the hinge rod is pulled, so that the hinge rod can slide on the surface of the inner rod, and the hinge rod can be conveniently clamped with concrete columns of different sizes;
the device is through being provided with interior pole and outer pole, through pole in the pulling, can make interior pole drive the stopper and remove, and at this moment the stopper receives the extrusion, can make the stopper receive the inside of indentation fixed block to can make interior pole whole in the inside of outer pole remove, the effectual interval that conveniently adjusts between two sets of hinge bars is convenient for consolidate the concrete column of co-altitude.
Description of the drawings:
in order to more clearly illustrate the embodiments of the present invention 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 obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic sectional view of the front view of the structure of the present invention;
FIG. 2 is a schematic top view of the structure of the present invention;
fig. 3 is a schematic front sectional view of the inner rod and outer rod structure of the present invention;
fig. 4 is an enlarged schematic view of the structure at a in fig. 3 according to the present invention;
fig. 5 is an enlarged schematic view of the structure at B in fig. 1 according to the present invention.
In the figure: 1. a concrete column; 2. fixing the outer plate; 3. a hinged lever; 4. an inner rod; 5. a bolt; 6. an inner rod; 7. a fixed block; 8. a limiting block; 9. a first slider; 10. a spring; 11. an outer rod; 12. and a second slider.
The specific implementation mode is as follows:
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. 1-5, the present invention provides an embodiment: a reinforced structure of a steel-concrete composite beam pier column comprises a concrete column 1, wherein a fixed outer plate 2 is sleeved on the surface of the concrete column 1, a hinge rod 3 is sleeved on the surface of the fixed outer plate 2, an inner rod 4 is inserted inside the hinge rod 3, a bolt 5 is inserted inside the hinge rod 3, inner rods 6 are symmetrically and fixedly connected to two sides of the hinge rod 3, a fixed block 7 is fixedly connected to the bottom end of each inner rod 6, limit blocks 8 are symmetrically inserted inside two sides of each fixed block 7, the upper end and the lower end of one side, close to each other, of each limit block 8 are symmetrically and fixedly connected with first slide blocks 9, the limit blocks 8 are connected through springs 10, and an outer rod 11 is sleeved on the surface of the bottom end of each inner rod 6;
furthermore, two groups of hinged rods 3 are arranged, the two groups of hinged rods 3 are hinged, and the two groups of hinged rods 3 are hinged, so that the two groups of hinged rods 3 can be unfolded;
furthermore, an annular sliding groove corresponding to the inner rod 4 is formed in the hinge rod 3, a sliding rail corresponding to the second sliding block 12 is formed in the inner wall of the upper end and the lower end of the annular sliding groove, the second sliding block 12 is inserted into the sliding rail, the inner rod 4 is connected with the hinge rod 3 in a sliding mode, and the second sliding block 12 slides in the annular sliding groove formed in the hinge rod 3, so that the diameter of the hinge rod 3 can be adjusted, and concrete columns 1 of different sizes can be reinforced conveniently;
furthermore, two groups of inner rods 4 are arranged, rectangular grooves are uniformly formed in the surfaces of the two groups of inner rods 4 in an annular array, internal threads matched with external threads on the surfaces of the bolts 5 are formed in the inner walls of the rectangular grooves, the bolts 5 are in threaded clamping connection with the inner rods 4, and the bolts 5 can be clamped in the rectangular grooves by rotating the bolts 5 through the internal threads formed in the inner walls of the rectangular grooves by virtue of the rectangular grooves formed in the surfaces of the inner rods 4;
furthermore, a sliding groove is formed in the inner wall of the fixed block 7, the sliding groove formed in the inner wall of the fixed block 7 is in sliding connection with the first sliding block 9, and the first sliding block 9 can slide in the sliding groove formed in the inner wall of the fixed block 7 through the movement of the limiting block 8, so that the limiting block 8 can be limited;
furthermore, one end of the limiting block 8, which is far away from the fixed block 7, is semicircular, a semicircular groove is formed in the inner wall of the outer rod 11, the size of the semicircular surface formed on the surface of the limiting block 8 is matched with the size of the inner wall of the semicircular groove formed in the inner wall of the outer rod 11, and the limiting block 8 can be clamped in the semicircular groove through the semicircular groove formed in the inner wall of the outer rod 11 to play a role of limiting the inner rod 6;
the working principle is as follows: when the height of the hinge rods 3 needs to be adjusted, according to the attached drawings 1, 3 and 4, the inner rod 6 can be pulled to drive the limiting block 8 to move, when the limiting block 8 is extruded, the limiting block 8 can be contracted into the inside of the fixing block 7, the whole inner rod 6 can be moved in the outer rod 11, so that the distance between the two groups of hinge rods 3 can be adjusted, when the concrete column 1 needs to be reinforced, the bolts 5 can be rotated according to the attached drawings 1, 2 and 5, the bolts 5 can be taken out from the inside of the inner rod 4, at the moment, the two groups of hinge rods 3 are pulled to expand the hinge rods 3, at the moment, the inner rod 4 is manually drawn out from the inside of the hinge rods 3, at the moment, the diameter of the hinge rods 3 is adjusted according to the diameter of the concrete column 1, at the moment, the hinge rods 3 are clamped on the surface of the fixed hinge rod 2, and the bolts 5 are rotated, make bolt 5 insert and establish the inside of interior pole 4 to can be spacing at the surface of fixed planking 2 with hinge bar 3, it is above the utility model discloses a whole theory of operation.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims (6)

1. The utility model provides a reinforced concrete combination beam pier column reinforced structure, includes concrete column (1), its characterized in that: the utility model discloses a concrete column's (1) surface cover is equipped with fixed planking (2), and the surface cover of fixed planking (2) is equipped with hinge bar (3), the inside of hinge bar (3) is inserted and is equipped with interior pole (4), the inside of hinge bar (3) is inserted and is equipped with bolt (5), pole (6) in the bilateral symmetry fixedly connected with of hinge bar (3), and the bottom fixedly connected with fixed block (7) of pole (6), the inside symmetry in both sides of fixed block (7) is inserted and is equipped with stopper (8), and stopper (8) are close to one side each other about the first slider (9) of both ends symmetry fixedly connected with, connect through spring (10) between stopper (8), the bottom surface cover of interior pole (6) is equipped with outer pole (11).
2. The reinforced concrete combination beam pier column reinforcing structure of claim 1, wherein: the hinge rods (3) are provided with two groups, and the hinge rods (3) are connected through bearings.
3. The reinforced concrete combination beam pier column reinforcing structure of claim 1, wherein: the inside of articulated rod (3) is seted up with interior corresponding annular spout of pole (4), the upper and lower both ends inner wall of annular spout is seted up with the corresponding slide rail of second slider (12), second slider (12) are inserted and are established the inside of slide rail, interior pole (4) are sliding connection with articulated rod (3).
4. The reinforced concrete combination beam pier column reinforcing structure of claim 1, wherein: interior pole (4) are provided with two sets ofly, and are two sets of the surface of interior pole (4) evenly is the annular array and has seted up the rectangular channel, and the inner wall of rectangular channel set up with bolt (5) surperficial external screw thread looks adaptation's internal thread, bolt (5) are connected for the screw thread block with interior pole (4).
5. The reinforced concrete combination beam pier column reinforcing structure of claim 1, wherein: the inner wall of the fixed block (7) is provided with a sliding chute, and the sliding chute arranged on the inner wall of the fixed block (7) is in sliding connection with the first sliding block (9).
6. The reinforced concrete combination beam pier column reinforcing structure of claim 1, wherein: the end, far away from the fixed block (7), of the limiting block (8) is semicircular, a semicircular groove is formed in the inner wall of the outer rod (11), and the size of the semicircular surface of the limiting block (8) is matched with the size of the inner wall of the semicircular groove formed in the inner wall of the outer rod (11).
CN202022370103.0U 2020-10-22 2020-10-22 Reinforced concrete combination beam pier column reinforced structure Active CN213978613U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022370103.0U CN213978613U (en) 2020-10-22 2020-10-22 Reinforced concrete combination beam pier column reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022370103.0U CN213978613U (en) 2020-10-22 2020-10-22 Reinforced concrete combination beam pier column reinforced structure

Publications (1)

Publication Number Publication Date
CN213978613U true CN213978613U (en) 2021-08-17

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808742A (en) * 2022-05-26 2022-07-29 重庆宝坤建筑工程有限公司 Modularization support device of steel form is pour to pier

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808742A (en) * 2022-05-26 2022-07-29 重庆宝坤建筑工程有限公司 Modularization support device of steel form is pour to pier
CN114808742B (en) * 2022-05-26 2024-01-12 沧州晟实伟业机械设备制造有限公司 Modularized supporting equipment for pouring steel templates of bridge piers

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