CN-224227620-U - Ultra-thin top facing maintenance construction of pitch structure of mating formation
Abstract
The utility model relates to the technical field of highway pavement preventive maintenance engineering, in particular to an asphalt ultrathin overlay maintenance construction paving structure which comprises a carrier plate, wherein a material distributing seat is arranged at the middle end of the bottom of the carrier plate, a rotating shaft assembly is arranged in the material distributing seat, material distributing impellers are symmetrically arranged at the front end and the rear end of the outer surface of the rotating shaft assembly, a hopper is arranged at the left end of the top of the carrier plate, an asphalt flow control valve is arranged at the lower end of the hopper, a fixing seat is fixedly arranged at the left end of the bottom of the carrier plate, a re-pressing roller is arranged at the inner side of the fixing seat, a final pressing roller is arranged at the inner side of the left end of the carrier plate, and a primary pressing plate with an arc-shaped structure is arranged at the lower end of the left side of the material distributing seat. The utility model makes the pavement structure have the advantages of ultra-thin top surface maintenance, high construction efficiency and good travelling comfort by the functions of the asphalt flow control valve, the material distributing seat and the material distributing impeller, and solves the problem of preventive maintenance engineering of the expressway pavement.
Inventors
- LI YAN
- CAO XIAOJIAO
- WU DING
- DENG MINGCHENG
- WANG LI
- ZHENG WENTING
- LI JUNYU
- QIN WEI
- CHEN MENG
- WANG YISHENG
Assignees
- 重庆公路养护工程(集团)有限公司
Dates
- Publication Date
- 20260512
- Application Date
- 20250516
Claims (7)
- 1. An ultra-thin top facing maintenance construction pavement structure of pitch, characterized by comprising: the asphalt flow control device comprises a carrier plate (1), wherein a material distributing seat (4) is arranged at the middle end of the bottom of the carrier plate (1), a rotating shaft assembly (402) is arranged in the material distributing seat (4), material distributing impellers (401) are symmetrically arranged at the front end and the rear end of the outer surface of the rotating shaft assembly (402), a hopper (404) is arranged at the left end of the top of the carrier plate (1), and an asphalt flow control valve (403) is arranged at the lower end of the hopper (404); The fixing seat (5) is fixedly arranged at the left end of the bottom of the carrier plate (1), a double-pressing roller (503) is arranged at the inner side of the fixing seat (5), a final pressing roller (501) is arranged at the inner side of the left end of the carrier plate (1), and a primary pressing plate (502) in an arc-shaped structure is arranged at the lower end of the left side of the material distributing seat (4); Negative pressure fan (203) is fixed fixedly in the left end at support plate (1) top, the right-hand member fixed mounting of support plate (1) bottom has samming section of thick bamboo (2), the bottom intercommunication of samming section of thick bamboo (2) has nozzle (201) of a plurality of equidistance distributions, be provided with breather pipe (202) between the rear end of exhaust end and samming section of thick bamboo (2) of negative pressure fan (203).
- 2. The asphalt ultrathin finish maintenance construction pavement structure according to claim 1, wherein the right end of the top of the carrier plate (1) is fixedly connected with a traction frame (101) and a first gear box (102), the middle end of the top of the carrier plate (1) is provided with a second gear box (104), and a universal transmission shaft (103) is arranged between the second gear box (104) and the first gear box (102).
- 3. The ultra-thin finish maintenance construction pavement structure of asphalt of claim 2, wherein the second gear box (104) is in transmission connection with the rotating shaft assembly (402).
- 4. The ultra-thin finish maintenance construction pavement structure of asphalt of claim 1, wherein the lower end of the hopper (404) is communicated with the top of the material distributing seat (4), and the asphalt flow control valve (403) is arranged above the material distributing seat (4).
- 5. The asphalt ultrathin overlay maintenance construction pavement structure according to claim 1, wherein the left end and the right end of the bottom of the carrier plate (1) are fixedly provided with movable wheels (105).
- 6. The ultra-thin top facing maintenance construction pavement structure of pitch of claim 1, wherein the lower extreme on branch material seat (4) right side is through connecting plate fixed mounting emulsified asphalt spraying cover (3), the bottom of emulsified asphalt spraying cover (3) is provided with samming notch (302).
- 7. The ultra-thin finish maintenance construction pavement structure of asphalt of claim 6, wherein the right-hand member at the top of carrier plate (1) has a material delivery pump body (301), the material delivery end of material delivery pump body (301) is through pipeline and emulsified asphalt spraying cover (3) top intercommunication, the feed end of material delivery pump body (301) is provided with the connection dop.
Description
Ultra-thin top facing maintenance construction of pitch structure of mating formation Technical Field The utility model relates to the technical field of preventive maintenance engineering of highway pavement, in particular to an asphalt ultrathin overlay maintenance construction pavement structure. Background Expressways, which are referred to as expressways for short, refer to closed roads dedicated for high-speed running of motor vehicles. Expressways have different regulations in different national regions, different times and different scientific fields. In order to prolong the service life of the expressway, the preventive maintenance of the expressway pavement can delay the deterioration of the pavement condition through early intervention, and avoid the expansion of small problems into large problems, so that the overhaul time is delayed, the service life of the expressway is prolonged, the pavement can be kept smooth through timely maintenance, diseases are reduced, the driving safety and the comfort are improved, and the traffic safety accidents of the expressway can be effectively prevented and reduced through the preventive maintenance, and the use performance of the expressway is improved. At present, a paving cover surface mode is adopted to perform preventive maintenance on a highway, but the paving cover surface of the traditional highway is thick, so that the load of a bridge structure is increased easily, the construction period is long, the noise of a conventional thin layer cover surface is large, and the travelling comfort is poor. Disclosure of utility model The utility model aims to provide an asphalt ultrathin overlay maintenance construction pavement structure, which has the advantages of ultrathin overlay maintenance, high construction efficiency and good travelling comfort, and solves the problem of preventive maintenance engineering of expressway pavement. In order to achieve the purpose, the utility model provides the following technical scheme that the asphalt ultrathin overlay maintenance construction pavement structure comprises the following components: The device comprises a carrier plate, wherein a material distributing seat is arranged at the middle end of the bottom of the carrier plate, a rotating shaft assembly is arranged in the material distributing seat, material distributing impellers are symmetrically arranged at the front end and the rear end of the outer surface of the rotating shaft assembly, a hopper is arranged at the left end of the top of the carrier plate, and an asphalt flow control valve is arranged at the lower end of the hopper; The fixed seat is fixedly arranged at the left end of the bottom of the carrier plate, a back pressing roller is arranged at the inner side of the fixed seat, a final pressing roller is arranged at the inner side of the left end of the carrier plate, and a primary pressing plate with an arc-shaped structure is arranged at the lower end of the left side of the material dividing seat; The left end fixed mounting at support plate top has negative pressure fan, the right-hand member fixed mounting of support plate bottom has the even inflator, the bottom intercommunication of even inflator has a plurality of equidistance to distribute the nozzle, be provided with the breather pipe between the rear end of negative pressure fan's exhaust end and even inflator. Preferably, the right end fixedly connected with traction frame and first gear box at support plate top, the middle-end at support plate top is provided with the second gear box, be provided with the universal drive shaft between second gear box and the first gear box. Preferably, the second gear box is in transmission connection with the rotating shaft assembly. Preferably, the lower end of the hopper is communicated with the top of the material distributing seat, and the asphalt flow control valve is positioned above the material distributing seat. Preferably, the left end and the right end of the bottom of the carrier plate are fixedly provided with moving wheels. Preferably, the lower extreme on branch material seat right side is through connecting plate fixed mounting emulsified asphalt spraying cover, emulsified asphalt spraying cover's bottom is provided with the samming notch. Preferably, the right-hand member fixed mounting at support plate top has the defeated material pump body, the defeated material end of defeated material pump body passes through pipeline and emulsified asphalt and sprays the top intercommunication of cover, the feed end of defeated material pump body is provided with the connection dop. Compared with the prior art, the utility model has the following beneficial effects: 1. according to the utility model, after the asphalt flow control valve is opened, the cementing material of the high-viscosity modified asphalt in the hopper can quantitatively enter the material distribution seat according to the limitation of the asphalt flow control valve, the