CN219470702U - Reinforcing apparatus is used in road bridge construction - Google Patents
Reinforcing apparatus is used in road bridge construction Download PDFInfo
- Publication number
- CN219470702U CN219470702U CN202320114284.1U CN202320114284U CN219470702U CN 219470702 U CN219470702 U CN 219470702U CN 202320114284 U CN202320114284 U CN 202320114284U CN 219470702 U CN219470702 U CN 219470702U
- Authority
- CN
- China
- Prior art keywords
- reinforcing
- blocks
- group
- reinforcement
- road
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a reinforcing device for road and bridge construction, which relates to the technical field of road and bridge construction and comprises a bridge pier, wherein a first reinforcing group is arranged on the periphery of the bridge pier, a second reinforcing group is arranged at the bottom of the first reinforcing group, a third reinforcing group is arranged at the bottom of the second reinforcing group, a supporting device is arranged on the periphery of the third reinforcing group, the first reinforcing group comprises three first reinforcing blocks, first holes are formed in the outer surfaces of the first reinforcing blocks, first protruding blocks are arranged on one sides of the first reinforcing blocks, first grooves are formed in the sides of the first reinforcing blocks, which are far away from the first protruding blocks, and second protruding blocks are arranged at the bottoms of the first reinforcing blocks.
Description
Technical Field
The utility model relates to the technical field of road and bridge construction, in particular to a reinforcing device for road and bridge construction.
Background
Road and bridge generally consist of roadbeds, pavements, bridges, tunnel engineering, traffic engineering facilities and the like.
In the prior art, the road and bridge is required to be maintained and maintained due to long-time use, otherwise potential safety hazards are left on the bridge road, but the existing road and bridge construction reinforcing device generally adopts prefabricated members to reinforce the road and bridge, and the prefabricated members are large and inconvenient to transport, so that the reinforcing process is very troublesome and the efficiency is very affected, and therefore, the reinforcing device for the road and bridge construction is provided.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and the road and bridge are required to be maintained and maintained due to long-time use, otherwise potential safety hazards are left on the bridge road, but the existing road and bridge construction reinforcing device generally adopts prefabricated members to reinforce the road and bridge, and the prefabricated members are large and inconvenient to transport, so that the reinforcing process is very troublesome and the efficiency is very affected.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the reinforcing device for road and bridge construction comprises a bridge pier, wherein a first reinforcing group is arranged at the periphery of the bridge pier, a second reinforcing group is arranged at the bottom of the first reinforcing group, a third reinforcing group is arranged at the bottom of the second reinforcing group, and a supporting device is arranged at the periphery of the third reinforcing group;
the first reinforcing group comprises three first reinforcing blocks, first holes are formed in the outer surfaces of the first reinforcing blocks, first protruding blocks are arranged on one sides of the first reinforcing blocks, first grooves are formed in one sides, far away from the first protruding blocks, of the first reinforcing blocks, and second protruding blocks are arranged at the bottoms of the first reinforcing blocks;
the supporting device comprises three supporting blocks, the outer surfaces of the supporting blocks are provided with supporting columns, clamping blocks are arranged on one sides of the supporting blocks, and clamping grooves are formed in one sides, away from the clamping blocks, of the supporting blocks.
As a preferable scheme of the utility model, the second reinforcing group comprises three second reinforcing blocks, the outer surfaces of the second reinforcing blocks are provided with second holes, one sides of the second reinforcing blocks are provided with third protruding blocks, one sides of the second reinforcing blocks, which are far away from the third protruding blocks, are provided with second grooves, the tops of the second reinforcing blocks are provided with third grooves, and the bottoms of the second reinforcing blocks are provided with fourth protruding blocks.
The technical effect of adopting the further scheme is as follows: the bridge is conveniently connected with the first reinforcing group to be reinforced.
As a preferable scheme of the utility model, the third reinforcing group comprises three third reinforcing blocks, third holes are formed in the outer surfaces of the third reinforcing blocks, fifth protruding blocks are arranged on one sides of the third reinforcing blocks, fourth grooves are formed in the sides, far away from the fifth protruding blocks, of the third reinforcing blocks, and fifth grooves are formed in the tops of the third reinforcing blocks.
The technical effect of adopting the further scheme is as follows: and the bridge is conveniently connected with the second reinforcing group to be reinforced.
As a preferable scheme of the utility model, the support column is welded with the support block.
The technical effect of adopting the further scheme is as follows: the support column is convenient for supporting and reinforcing the bridge pier.
As a preferred embodiment of the present utility model, the second bump is inserted into the third groove.
The technical effect of adopting the further scheme is as follows: make first reinforcement group and second consolidate group connect more convenient, raise the efficiency.
As a preferred scheme of the utility model, the fourth lug is inserted into the fifth groove.
The technical effect of adopting the further scheme is as follows: the second reinforcing group and the third reinforcing group are connected together, and the installation is convenient and stable.
Compared with the prior art, the utility model has the beneficial effects that:
according to the utility model, through the arrangement of the first reinforcing group, the second reinforcing group and the third reinforcing group, the first lug is inserted into the first groove, the third lug is inserted into the second groove, and the fifth lug is inserted into the fourth groove, so that the first reinforcing group, the second reinforcing group and the third reinforcing group can better protect the bridge pier, the installation is convenient and fast, the labor efficiency is saved, and the reinforcing process is faster and quicker.
According to the utility model, through the arrangement of the supporting device, the supporting columns and the supporting blocks can well provide a support for the bottom of the pier, so that the pier can be effectively reinforced and supported, the method is very convenient and has a good reinforcing effect.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a first reinforcement set according to the present utility model;
FIG. 3 is a schematic view of a second reinforcement matrix according to the present utility model;
FIG. 4 is a schematic view of a third reinforcement matrix according to the present utility model;
fig. 5 is a schematic view of the supporting device of the present utility model.
Legend description: 1. bridge piers; 2. a first reinforcing group; 201. a first reinforcing block; 202. a first hole; 203. a first bump; 204. a first groove; 205. a second bump; 3. a second reinforcing group; 301. a second reinforcing block; 302. a second hole; 303. a third bump; 304. a second groove; 305. a third groove; 306. a fourth bump; 4. a third reinforcing group; 401. a third reinforcing block; 402. a third hole; 403. a fifth bump; 404. a fourth groove; 405. a fifth groove; 5. a support device; 501. a support block; 502. a support column; 503. a clamping block; 504. a clamping groove.
Detailed Description
The technical solutions of the embodiments of the present utility model will be clearly and completely described below in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are only some embodiments of the present utility model, but not all embodiments, and all other embodiments obtained by those skilled in the art without making any inventive effort based on the embodiments of the present utility model are within the scope of protection of the present utility model.
In order that the utility model may be readily understood, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are, however, not limited to the embodiments described herein, but are to be provided for the purpose of making the disclosure of the utility model more thorough.
It will be understood that when an element is referred to as being "mounted" on another element, it can be directly on the other element or intervening elements may also be present, and when an element is referred to as being "connected" to the other element, it may be directly connected to the other element or intervening elements may also be present, the terms "vertical", "horizontal", "left", "right" and the like are used herein for the purpose of illustration only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs, and the terms used herein in this description of the utility model are for the purpose of describing particular embodiments only and are not intended to be limiting of the utility model, with the term "and/or" as used herein including any and all combinations of one or more of the associated listed items.
Example 1
As shown in fig. 1-5, the present utility model provides a technical solution: the utility model provides a reinforcing apparatus for road and bridge construction, including pier 1, pier 1's periphery is provided with first reinforcement group 2, the bottom of first reinforcement group 2 is provided with second reinforcement group 3, the bottom of second reinforcement group 3 is provided with third reinforcement group 4, the periphery of third reinforcement group 4 is provided with strutting arrangement 5, first reinforcement group 2 includes three first reinforcement piece 201, first hole 202 has all been seted up to the surface of first reinforcement piece 201, one side of first reinforcement piece 201 all is provided with first lug 203, first recess 204 has all been seted up to one side that first reinforcement piece 201 and kept away from first lug 203, the bottom of first reinforcement piece 201 all is provided with second lug 205, strutting arrangement 5 includes three supporting shoe 501, the surface of supporting shoe 501 all is provided with support column 502, one side of supporting shoe 501 all is provided with fixture block 503, clamping groove 504 has all been seted up to one side that the fixture block 503 was kept away from to the supporting shoe 501.
Example 2
As shown in fig. 1-5, the second reinforcement group 3 includes three second reinforcement blocks 301, the second holes 302 are all provided on the outer surface of the second reinforcement blocks 301, the third bumps 303 are all provided on one side of the second reinforcement blocks 301, the second grooves 304 are all provided on one side of the second reinforcement blocks 301 far away from the third bumps 303, the third grooves 305 are all provided on the top of the second reinforcement blocks 301, the fourth bumps 306 are all provided on the bottom of the second reinforcement blocks 301, the third reinforcement group 4 includes three third reinforcement blocks 401, the third holes 402 are all provided on the outer surface of the third reinforcement blocks 401, the fifth bumps 403 are all provided on one side of the third reinforcement blocks 401, the fourth grooves 404 are all provided on one side of the third reinforcement blocks 401 far away from the fifth bumps 403, the fifth grooves 405 are all provided on the top of the third reinforcement blocks 401, the support columns 502 are welded with the support blocks 501, the second bumps 205 are more firmly and are not easy to drop, the plugging of the third grooves 305 is convenient, the plugging efficiency is improved, and the plugging of the fourth bumps 306 with the fifth grooves 405 is faster.
The working flow of the utility model is as follows: when the reinforcing device for road and bridge construction is used for reinforcing a road and bridge, firstly, a pier 1 needing to be reinforced is found, then, a prefabricated member which is manufactured is transported to the site, the reinforcing work is carried out, a third reinforcing block 401 is taken out, the prefabricated member is placed around the pier 1 after being taken out, a fifth lug 403 is inserted into a fourth groove 404, after the completion, a bolt is taken out from the third hole 402, the third reinforcing block 4 and the pier 1 are tightly attached together, after the completion, a supporting block 501 is placed around the third reinforcing block 4, a clamping block 503 is inserted into a clamping groove 504, finally, a supporting column 502 is stably supported on the ground, then, the second reinforcing block 3 is transported to the upper surface of the third reinforcing block 4 through lifting equipment, the installation process of the third reinforcing block 4 is repeated, after the completion, a fourth lug 306 is inserted into a fifth groove 405, a bolt is inserted into a second hole 302, the first reinforcing block 2 is taken out, and the operation is repeated.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 (6)
1. The utility model provides a road and bridge construction is with reinforcing apparatus, includes pier (1), its characterized in that: the periphery of the bridge pier (1) is provided with a first reinforcing group (2), the bottom of the first reinforcing group (2) is provided with a second reinforcing group (3), the bottom of the second reinforcing group (3) is provided with a third reinforcing group (4), and the periphery of the third reinforcing group (4) is provided with a supporting device (5);
the first reinforcement group (2) comprises three first reinforcement blocks (201), first holes (202) are formed in the outer surfaces of the first reinforcement blocks (201), first protruding blocks (203) are arranged on one sides of the first reinforcement blocks (201), first grooves (204) are formed in one sides, far away from the first protruding blocks (203), of the first reinforcement blocks (201), and second protruding blocks (205) are arranged at the bottoms of the first reinforcement blocks (201);
the supporting device comprises three supporting blocks (501), supporting columns (502) are arranged on the outer surfaces of the supporting blocks (501), clamping blocks (503) are arranged on one sides of the supporting blocks (501), and clamping grooves (504) are formed in one sides, far away from the clamping blocks (503), of the supporting blocks (501).
2. The reinforcing apparatus for road and bridge construction according to claim 1, wherein: the second reinforcing block (301) comprises three second reinforcing blocks (301), second holes (302) are formed in the outer surfaces of the second reinforcing blocks (301), third protruding blocks (303) are arranged on one sides of the second reinforcing blocks (301), second grooves (304) are formed in one sides, far away from the third protruding blocks (303), of the second reinforcing blocks (301), third grooves (305) are formed in the tops of the second reinforcing blocks (301), and fourth protruding blocks (306) are arranged at the bottoms of the second reinforcing blocks (301).
3. The reinforcing apparatus for road and bridge construction according to claim 2, wherein: the third reinforcing block (401) comprises three third reinforcing blocks (401), third holes (402) are formed in the outer surfaces of the third reinforcing blocks (401), fifth protruding blocks (403) are arranged on one sides of the third reinforcing blocks (401), fourth grooves (404) are formed in one sides, far away from the fifth protruding blocks (403), of the third reinforcing blocks (401), and fifth grooves (405) are formed in the tops of the third reinforcing blocks (401).
4. The reinforcing apparatus for road and bridge construction according to claim 1, wherein: the support column (502) is welded with the support block (501).
5. The reinforcing apparatus for road and bridge construction according to claim 1, wherein: the second lug (205) is inserted into the third groove (305).
6. A reinforcing apparatus for road and bridge construction according to claim 3, wherein: the fourth lug (306) is inserted into the fifth groove (405).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320114284.1U CN219470702U (en) | 2023-01-18 | 2023-01-18 | Reinforcing apparatus is used in road bridge construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320114284.1U CN219470702U (en) | 2023-01-18 | 2023-01-18 | Reinforcing apparatus is used in road bridge construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219470702U true CN219470702U (en) | 2023-08-04 |
Family
ID=87464718
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202320114284.1U Active CN219470702U (en) | 2023-01-18 | 2023-01-18 | Reinforcing apparatus is used in road bridge construction |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219470702U (en) |
-
2023
- 2023-01-18 CN CN202320114284.1U patent/CN219470702U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN203639840U (en) | Hollow plate girder reinforcing structure based on steel plate concrete and unbonded prestressing tendons | |
CN105386778A (en) | Tunnel underground excavation and lining construction trolley and tunnel underground excavation and lining construction method | |
CN103215894B (en) | Portable interim prestressed stretch-draw anchor block | |
CN209604015U (en) | A kind of simple trestle for tunnel | |
CN202347446U (en) | Supporting structure for construction of zero block of reinforced concrete continuous beam | |
CN104762967B (en) | The envelope stake device of the anchor jacked pile of a kind of improvement and construction method | |
CN103046475A (en) | Tool type movable formwork for large-span multi-span continuous beam and construction method of formwork | |
CN219470702U (en) | Reinforcing apparatus is used in road bridge construction | |
CN101881029B (en) | Detachable tower foundation | |
CN203639841U (en) | Steel plate-concrete combined reinforcement structure of hollow plate beam | |
CN103882808B (en) | Ramp bridge and main line bridge join the construction method across erecting beam support system | |
CN104233961A (en) | Triangular supporting bracket of suspended cast bridge block 0 | |
CN210684727U (en) | Construction safety supporting construction | |
CN204510215U (en) | For the steel platform of foundation pit construction | |
CN203684102U (en) | Supporting system for precast beam formed by connecting span erection of ramp bridge and main line bridge | |
CN206092014U (en) | Interim support system transfer table car suitable for multi -pilot is wide open and digs | |
CN213507987U (en) | Viaduct structure | |
CN207987788U (en) | A kind of stone arch bridge strengthening structure | |
CN210368578U (en) | Emergency bridge for oil field emergency | |
CN114541410A (en) | A protector for foundation ditch excavation | |
CN209338940U (en) | A kind of construction site assembled road | |
CN207277864U (en) | A kind of concrete temporary support moulding bed for large-scale steel structure assembly | |
CN203213022U (en) | Mobile temporary prestress tensioning anchor block | |
CN201704698U (en) | Detachable tower footing | |
CN104989103A (en) | Concrete filled steel tube pumping lifting-up stop valve installation method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |