A kind of coastal shoal artificial backfill road construction equipment and construction technology

Abstract

The invention discloses a coastal shallow artificial backfill road construction equipment and a construction process thereof, which comprises a machine body, the machine body is provided with a hopper and a cab, a conveyor belt is provided in the hopper, a positioning plate is fixedly provided at one end of the cab away from the hopper, a motor is fixedly connected to the positioning plate, a paving assembly is connected to the motor output shaft, a material blocking plate is fixedly connected to the cab, the material blocking plate comprises a vertical plate and mutually parallel baffles, both baffles are fixedly connected to the cab, a first bevel gear is fixedly connected to the motor output shaft, the first bevel gear is meshed with a second bevel gear, the second bevel gear is fixedly connected to a transmission rod, a first worm part is provided at one end of the transmission rod away from the second bevel gear, vertical plates are fixedly connected to both sides of the vertical plate, a pressure roller is rotatably connected between the vertical plates, a circular groove is provided at the pressure roller, a first worm wheel part meshed with the first worm part is fixedly provided in the circular groove. The application has the effect of improving the efficiency of mixed material paving and rolling.

Description

Technical Field

[0001] The invention relates to the field of engineering construction, and in particular to a coastal shoal artificial backfill road construction device and a construction process thereof. Background Art

[0002] In the coastal areas of cities, there are some coastal shallows, which mainly include abandoned breeding ponds and wasteland. In order to speed up the construction of municipal road networks in coastal areas of cities, artificial backfilling of coastal shallows is now adopted, and then built into backfill roads, so as to serve as the re-lift of municipal pipelines, thereby improving the travel and basic municipal facilities supporting requirements in coastal areas, and driving the economic development of coastal areas.

[0003] For related technologies, please refer to the Chinese patent with announcement number CN203346765U, which discloses a paver. A first lifting structure is installed on the front cover and the support plate. When lifting is not required, the lifting rod falls under the action of its own gravity, so that the first limit body is located in the first through hole. At this time, no bulge will be formed on the upper surface of the front cover, which will not affect the cleaning of the paving material and the normal docking of the dump truck and the paver. When lifting, the lifting rod is lifted from the bottom to move the first limit body out of the first through hole, and then the lifting rope is tied to the lifting rod for lifting. The operation is simple and convenient.

[0004] With regard to the above-mentioned related technologies, during the process of spreading and rolling the mixture, a paver is generally used to spread the cement mixture, and then a roller is used to roll and compact the cement mixture. This process requires operators to drive the paver and the roller respectively, which consumes a lot of manpower and production equipment, and the spreading and rolling efficiency of the mixture is not good. Summary of the invention

[0005] In order to improve the paving and compacting efficiency of the mixture, the present application provides a coastal shallow artificial backfill road construction equipment and a construction process thereof.

[0006] In the first aspect, the present application provides a coastal shoal artificial backfill road construction equipment, which adopts the following technical solution:

[0007] A coastal shallow artificial backfill road construction equipment comprises a body, the body is provided with a hopper and a cab, a conveyor belt is arranged in the hopper, a positioning plate is fixedly provided at one end of the cab away from the hopper, the positioning plate is fixedly connected to a motor, the motor output shaft is connected to a paving assembly corresponding to the conveyor belt, the cab is fixedly connected to a material baffle plate, the material baffle plate comprises a vertical plate and baffles parallel to each other, both baffles are fixedly connected to the cab, the motor output shaft is fixedly connected to a first bevel gear, the first bevel gear is meshed with a second bevel gear, the second bevel gear is fixedly connected to a transmission rod, the transmission rod passes through the vertical plate and is rotatably connected to the vertical plate, a first worm portion is provided at one end of the transmission rod away from the second bevel gear, vertical plates parallel to the baffle plates are fixedly connected on both sides of the vertical plate, a pressure roller is rotatably connected between the vertical plates, the pressure roller is provided with a circular groove, and a first worm wheel portion meshing with the first worm portion is fixedly provided in the circular groove.

[0008] By adopting the above technical scheme, when paving the mixture, the mixture is poured into the hopper and falls onto the conveyor belt. When the mixture is transported to the material baffle plate, under the action of the motor, the paving assembly spreads the mixture, and the material baffle plate limits the mixture. At the same time, the motor drives the first bevel gear to rotate, so that the transmission rod drives the first worm gear to rotate, and then the pressure roller between the two vertical plates rotates, and the pressure roller rolls the paved mixture, so that the same construction equipment can complete the paving and rolling of the mixture at the same time, which is beneficial to improving the paving and rolling efficiency of the mixture.

[0009] Optionally, the transmission rod is fixedly connected to a first gear, the vertical plate is rotatably connected to a rotating rod, the rotating rod is fixedly connected to a second gear meshing with the first gear, and one end of the rotating rod close to the pressure roller is fixedly connected to bristles.

[0010] By adopting the above technical solution, the transmission rod drives the first gear to rotate when it rotates, so that the bristles on the rotating rod clean the first worm gear part, which is convenient for ensuring the normal engagement of the first worm part and the first worm gear part, which is beneficial to ensuring the rolling effect of the mixture.

[0011] Optionally, the paving assembly includes a third bevel gear, two spiral paving rods and two fourth bevel gears, the third bevel gear is fixedly connected to the motor output shaft, spiral conveying blades are fixed on the spiral paving rods, the two fourth bevel gears are meshed with the third bevel gear, and the fourth bevel gear is fixedly connected to the corresponding spiral paving rods.

[0012] By adopting the above technical solution, the output end of the motor drives the third bevel gear to rotate, and then the two spiral conveying blades rotate in opposite directions, spreading the mixture to both sides, making it more convenient to spread the mixture.

[0013] Optionally, the rotating rod passes through a vertical plate and is fixedly connected to a second worm portion, a cross rod is rotatably connected between the baffles, the cross rod is fixedly connected to a second worm wheel portion meshing with the second worm portion, and the cross rod is fixedly connected to a plurality of scrapers that interfere with the spiral conveying blades along the circumferential direction.

[0014] By adopting the above technical solution, the rotating rod drives the second worm part to rotate, and then the second worm wheel part drives the scraper on the cross bar to rotate, so that the scraper can easily scrape off the mixed material adhering to the spiral conveying blade.

[0015] Optionally, a shovel plate is fixedly connected to one end of the hopper facing away from the cab.

[0016] By adopting the above technical solution, when the machine body is driving, the shovel board can easily shovel away debris such as gravel on the ground in front, ensuring that the ground is relatively flat when paving the mixture.

[0017] Optionally, the shovel plate is rotatably connected to a flattening roller, the shovel plate is provided with an inclined plate, the flattening roller is provided with a plurality of annular grooves along the axial direction, a fifth bevel gear fixedly connected to the flattening roller is fixedly arranged in the annular groove, the fifth bevel gear is meshed with a sixth bevel gear, the sixth bevel gear is fixedly connected to an inclined rod rotatably connected to the inclined plate, and a plurality of cleaning blades are fixedly connected to the end of the inclined rod facing away from the sixth bevel gear.

[0018] By adopting the above technical scheme, the flattening roller rotates under the action of friction force, and the flattening roller contacts the ground, which is beneficial to ensuring the flatness of the paved ground; the flattening roller drives the fifth bevel gear to rotate, and then the sixth bevel gear drives the cleaning blades on the inclined rod to rotate, and the cleaning blades sweep away the gravel and other debris in front of the shovel board, which is convenient for ensuring the use effect of the shovel board.

[0019] Optionally, the motor output shaft is rotatably connected to a protective cover, the third bevel gear and the fourth bevel gear are both located inside the protective cover, and the spiral paving rods are rotatably connected to the protective cover.

[0020] By adopting the above technical solution, the protective cover can easily protect the meshing transmission between the third gear and the fourth gear.

[0021] Optionally, the conveyor belt is fixedly connected with a plurality of partitions along the circumferential direction.

[0022] By adopting the above technical solution, the partition is helpful to accelerate the conveying speed of the mixture and improve the conveying and paving effect of the mixture.

[0023] In the second aspect, the present application provides a construction process for artificial backfilling of coastal shallows roads, which adopts the following technical solutions:

[0024] A construction process for artificial backfilling of a coastal shallow beach road, comprising:

[0025] S1; Roadbed treatment: The roadbed treatment adopts vacuum combined with preloading treatment. First, drain the surface water of the site, level the site and level the site to an elevation of 1.7m. First, lay one or more layers of high-strength woven bags along the entire line, then lay a 50cm weathered sand cushion and a 50cm medium sand cushion as the working cushion, and then pile 2m of sandy soil. The preloading construction is carried out under the vacuum preloading membrane with a vacuum stability of 86.7KPa, and after vacuuming, the roadbed top surface rebound modulus is greater than 35MPa after the roadbed treatment is completed;

[0026] S2: Vertical drainage board installation, the vertical drainage board is inserted 1m above the bottom of the silt layer and does not penetrate the silt layer to form a bottom closed layer, the length is 6.3m, and the vertical treatment depth reaches the silty clay layer;

[0027] S3: Curtain pile installation, clay curtain is set around the vacuum preloading area, clay curtain is set with plain clay slurry, the clay curtain piles are spaced 0.5m in the longitudinal direction, clay slurry is mixed to ensure the vacuum sealing effect;

[0028] S4; Pipeline installation, the cushion foundation adopts sand and gravel foundation, the pipeline installation adopts the lifting machine to lower the pipe, and the manual work is coordinated to stabilize the pipe. When installing the pipe, the pipe is lifted to the bottom of the trough and the pipe is transported under the trough;

[0029] S5: Backfilling: After the pipeline is installed, the hook groove is backfilled. Backfilling is done on both sides at the same time to prevent the pipeline from shifting. The backfill soil is laid in layers, with a thickness of 30 cm for each layer. Fine sand is used as the backfill material, and no stones or organic debris appear. The backfill is compacted at the same time, and the thickness is 20 cm after mechanical compaction. When backfilling the top of the pipeline, 20 cm of fine sand is filled, and then the backfill soil is lightly compacted;

[0030] S6: Spreading and rolling the mixture, pouring the mixture into the hopper, and conveying the mixture on the conveyor belt to the place away from the hopper. Under the action of the motor, the paving assembly spreads the mixture, and at the same time, the motor drives the first bevel gear to rotate, so that the transmission rod drives the first worm part to rotate, and then the pressure roller rotates to roll the paved mixture;

[0031] S7; Closed maintenance: the road section after paving and rolling is watered by a sprinkler truck and covered with geotextile for curing. During the entire curing period, the subbase and base surface must be kept moist and traffic must be closed. After the curing is completed, the covering material must be removed;

[0032] S8; Asphalt mixture is spread and compacted. Asphalt is spread by an asphalt spreader, and then a double steel wheel roller is used to stabilize the surface of the mixture. Two double steel wheel vibratory rollers and a rubber wheel roller are used to roll the mixture together. The rubber wheel roller first uses a 1 / 2 staggered wheel to rub and roll the mixture once. Then two double steel wheel vibratory rollers are used to roll the mixture twice with a 1 / 2 staggered wheel. Finally, a double steel wheel roller is used to smooth and roll the mixture until there are no obvious wheel marks. After the asphalt mixture is spread and compacted, it can be opened to traffic after natural cooling when the surface temperature of the mixture is lower than the temperature specified in the specification.

[0033] In summary, the present application includes at least one of the following beneficial technical effects:

[0034] 1. When paving the mixture, pour the mixture into the hopper and drop it onto the conveyor belt. When the mixture is transported to the baffle plate, the paving assembly spreads the mixture under the action of the motor, and the baffle plate limits the mixture. At the same time, the motor drives the first bevel gear to rotate, so that the transmission rod drives the first worm part to rotate, and then the pressure roller between the two vertical plates rotates, and the pressure roller rolls the paved mixture, so that the same construction equipment can complete the paving and rolling of the mixture at the same time, which is conducive to improving the paving and rolling efficiency of the mixture.

[0035] 2. When the transmission rod rotates, it drives the first gear to rotate, so that the bristles on the rotating rod clean the first worm wheel part, which is convenient for ensuring the normal meshing of the first worm part and the first worm wheel part, and is conducive to ensuring the rolling effect of the mixture;

[0036] 3. The rotating rod drives the second worm part to rotate, and then the second worm wheel part drives the scraper on the cross bar to rotate, so that the scraper can scrape off the mixed material adhering to the spiral conveying blade. BRIEF DESCRIPTION OF THE DRAWINGS

[0037] Figure 1 It is a schematic diagram of the overall structure of a coastal shallow artificial backfill road construction equipment according to an embodiment of the present application.

[0038] Figure 2 It is a schematic diagram of the exploded structure of the scraper plate and the flattening roller.

[0039] Figure 3 Structural diagram intended to highlight the position of the pressure rollers and the cab.

[0040] Figure 4 Schematic diagram intended to highlight the construction of paving components.

[0041] Figure 5 A schematic diagram of the structure is intended to highlight the position of the transmission rod and the rotating rod.

[0042] Figure 6 yes Figure 5 Enlarged schematic diagram of part A.

[0043] Explanation of the reference numerals: 1, machine body; 11, hopper; 12, cab; 111, conveyor belt; 121, positioning plate; 3, motor; 4, material spreading assembly; 5, material blocking plate; 51, vertical plate; 52, baffle plate; 31, first bevel gear; 32, second bevel gear; 33, transmission rod; 331, first worm gear; 53, vertical plate; 6, pressure roller; 61, circular groove; 62, first worm gear; 331, first gear; 511, rotating rod; 512, second gear; 513, bristles; 41, third bevel gear; 42, spiral spreading rod; 43, fourth bevel gear; 421, spiral conveying blade; 514, second worm gear portion; 521, cross bar; 522, second worm gear portion; 523, scraper; 7, shovel plate; 71, flattening roller; 72, inclined plate; 711, annular groove; 73, fifth bevel gear; 74, sixth bevel gear; 741, inclined rod; 742, cleaning blade; 34, protective cover; 112, partition. DETAILED DESCRIPTION

[0044] The present application is further described in detail below in conjunction with all the accompanying drawings.

[0045] The embodiment of the present application discloses a coastal shallow artificial backfill road construction equipment. Example

[0046] Reference Figure 1 and Figure 2 A coastal shallow artificial backfill road construction equipment includes a machine body 1, the machine body 1 is provided with a hopper 11 and a cab 12, and an operator operates the machine body 1 in the cab 12. A shovel board 7 is fixedly connected to the end of the hopper 11 away from the cab 12. During the driving process of the machine body 1, the shovel board 7 contacts the ground for paving the mixture, and shovels away the gravel and other debris on the ground in front, so that the ground is relatively flat when paving the mixture. The shovel board 7 is rotatably connected to a flattening roller 71, and the flattening roller 71 keeps rotating under the action of friction, and contacts the ground to flatten the ground.

[0047] Reference Figure 1 and Figure 2The flattening roller 71 is provided with three annular grooves 711 along the axial direction, and a fifth bevel gear 73 fixedly connected to the flattening roller 71 is installed in the annular groove 711. The fifth bevel gear 73 is fixedly connected to the flattening roller 71. When the flattening roller 71 rotates, it drives the fifth bevel gear 73 in the annular groove 711 to rotate. The fifth bevel gear 73 is meshed with a sixth bevel gear 74. The shovel plate 7 is provided with an inclined plate 72. The sixth bevel gear 74 is fixedly connected with an inclined rod 741 rotatably connected to the inclined plate 72. A plurality of cleaning leaves 742 are fixedly connected to one end of the inclined rod 741 away from the sixth bevel gear 74. Then, the sixth bevel gear 74 drives the cleaning leaves 742 on the inclined rod 741 to rotate. When the cleaning leaves 742 rotate, they sweep away the gravel and other debris in front of the shovel plate 7, and sweep the gravel and other debris to both sides of the machine body 1, so as to avoid too much debris on the shovel plate 7.

[0048] Reference Figure 1 and Figure 3 A conveyor belt 111 is installed in the hopper 11, and a motor for driving the belt is installed in the machine body 1. A plurality of parallel conveying rollers are arranged on both sides of the machine body 1 to support the conveyor belt 111 and ensure the conveying function of the conveyor belt 111. When the mixture is spread, the mixture is poured into the hopper 11, and then the mixture falls onto the conveyor belt 111, and the mixture is transported away from the hopper 11 on the conveyor belt 111. A plurality of partitions 112 are fixedly connected to the conveyor belt 111 along the circumferential direction, and the partitions 112 increase the friction between the conveyor belt 111 and the mixture, which can accelerate the conveying speed of the mixture.

[0049] Reference Figure 3 and Figure 4 A positioning plate 121 is fixedly installed on the end of the cab 12 away from the hopper 11, and the positioning plate 121 is fixedly connected to the motor 3. The output shaft of the motor 3 passes through the positioning plate 121 and is connected to the paving assembly 4. The paving assembly 4 includes a third bevel gear 41, two spiral paving rods 42 and two fourth bevel gears 43. The third bevel gear 41 is fixedly connected to the end of the output shaft of the motor 3, and the output end of the motor 3 drives the third bevel gear 41 to rotate.

[0050] Reference Figure 3 and Figure 4 A spiral conveying blade 421 is fixed on the spiral paving rod 42, and the two spiral paving rods 42 are located on the same axis. The two fourth bevel gears 43 are meshed with the third bevel gear 41, and the fourth bevel gear 43 is fixedly connected to the corresponding spiral paving rod 42. Under the meshing action of the third bevel gear 41 and the fourth bevel gear 43, the end of the spiral paving rod 42 away from the fourth bevel gear 43 is rotatably connected to the corresponding baffle 52. The two spiral paving rods 42 rotate, and the directions of the two spiral conveying blades 421 are opposite, and then the two spiral conveying blades 421 rotate in the opposite direction, so that the mixture is spread on both sides of the width direction of the machine body 1, which is more convenient to spread the mixture.

[0051] Reference Figure 4 and Figure 5 The output shaft of the motor 3 is rotatably connected to a protective cover 34. The third bevel gear 41 and the fourth bevel gear 43 are both located in the protective cover 34. The protective cover 34 protects the meshing transmission of the third gear and the fourth gear. The spiral paving rods 42 are rotatably connected to the protective cover 34 to prevent debris from affecting the normal meshing of the third gear and the fourth gear, thereby ensuring the normal paving of the mixture.

[0052] Reference Figure 4 and Figure 5 The end of the cab 12 away from the hopper 11 is fixedly connected with a baffle plate 5, which includes a vertical plate 51 and baffle plates 52 parallel to each other. The baffle plates 52 are fixedly connected to the cab 12, and the vertical plate 51 is located between the two baffle plates 52 and is vertically fixed to the two baffle plates 52. When the mixed material is transported to the baffle plate 5, the material spreading assembly 4 spreads the mixed material under the action of the motor 3, and the baffle plate 5 limits the mixed material to prevent the mixed material from scattering outside the baffle plate 5.

[0053] Reference Figure 5 and Figure 6 The output shaft of the motor 3 is fixedly connected with the first bevel gear 31, and the motor 3 drives the first bevel gear 31 to rotate. The first bevel gear 31 is meshed with the second bevel gear 32, and the second bevel gear 32 is fixedly connected with the transmission rod 33, so that the second bevel gear 32 drives the transmission rod 33 to rotate. The transmission rod 33 passes through the vertical plate 51 and is rotatably connected with the vertical plate 51. The end of the transmission rod 33 away from the second bevel gear 32 is provided with a first worm part 331, and then the transmission rod 33 drives the first worm part 331 to rotate.

[0054] Reference Figure 5 and Figure 6 , vertical plates 53 parallel to the baffle plate 52 are fixedly connected on both sides of the vertical plate 51, and a pressure roller 6 is rotatably connected between the vertical plates 53. The pressure roller 6 is provided with a circular groove 61, and a first worm wheel portion 62 meshing with the first worm portion 331 is installed in the circular groove 61. The first worm wheel portion 62 is fixedly connected to the pressure roller 6, and then the first worm portion 331 and the second worm portion 514 meshing together make the pressure roller 6 between the two vertical plates 53 rotate, and the pressure roller 6 rolls the paved mixture, so that the same construction equipment can complete the paving and rolling of the mixture at the same time, and the operator does not need to drive the paver and the roller to complete the paving and rolling operations separately, thereby improving the paving and rolling efficiency of the mixture. The pressure roller 6 performs the initial compaction on the mixture that has just been paved, and the roller can be used to repeat the compaction in the subsequent sequence.

[0055] Reference Figure 5 and Figure 6The transmission rod 33 is fixedly connected with the first gear 331 near the first worm part 331. When the transmission rod 33 rotates, it drives the first gear 331 to rotate. The vertical plate 51 is rotatably connected with the rotating rod 511. The rotating rod 511 is fixedly connected with the second gear 512 meshing with the first gear 331, so that the second gear 512 drives the rotating rod 511 to rotate. The end of the rotating rod 511 close to the pressure roller 6 is fixedly connected with bristles 513. The bristles 513 on the rotating rod 511 clean the first worm wheel part 62 to prevent the mixture entering the circular groove 61 from being stuck on the first worm wheel part 62, thereby ensuring the normal meshing of the first worm wheel part 331 and the first worm wheel part 62.

[0056] Reference Figure 5 and Figure 6 When the spiral conveying blade 421 spreads the mixture, part of the mixture is easily adhered to the surface. After long-term use, the thickness of the mixture on the spiral conveying blade 421 increases, which is easy to have an adverse effect on the paving efficiency of the mixture. A crossbar 521 is rotatably connected between the baffles 52. The rotating rod 511 passes through the vertical plate 51 and is fixedly connected to the second worm part 514. When the rotating rod 511 rotates, it drives the second worm part 514 to rotate. The crossbar 521 is fixedly connected to the second worm wheel part 522. The second worm wheel part 522 meshes with the second worm wheel part 514, so that the second worm wheel part 522 drives the crossbar 521 to rotate.

[0057] Reference Figure 5 and Figure 6 The cross bar 521 is fixedly connected with a plurality of scrapers 523 along the circumferential direction. The scrapers 523 are in conflict with the spiral conveying blades 421. All scrapers 523 on the cross bar 521 are in conflict with the spiral conveying blades 421 when rotating. The scrapers 523 scrape off the mixture adhered to the spiral conveying blades 421, thereby improving the paving efficiency of the spiral conveying blades 421 on the mixture and achieving a better paving effect on the mixture.

[0058] The implementation principle of the artificial backfill road construction equipment of coastal shallows in the embodiment of the present application is as follows: the operator operates the body 1 in the cab 12 to travel, and when paving the mixture, the mixture is poured into the hopper 11, and the mixture falls onto the conveyor belt 111, and the mixture is transported on the conveyor belt 111 to the position away from the hopper 11; when the mixture is transported to the material baffle plate 5, under the action of the motor 3, the paving component 4 spreads the mixture, and the material baffle plate 5 limits the mixture; the motor 3 drives the first bevel gear 31 to rotate, so that the second bevel gear 32 drives the transmission rod 33 to rotate, and the transmission rod 33 drives the first worm part 331 to rotate, thereby rotating the pressure roller 6 between the two vertical plates 53, and the pressure roller 6 rolls the paved mixture, so that the same construction equipment can complete the paving and rolling of the mixture at the same time, and the operator does not need to drive the paver and the roller separately to complete the paving and rolling operations, thereby improving the paving and rolling efficiency of the mixture.

[0059] The present application also discloses a construction process for artificially backfilling a coastal shallow road, including:

[0060] S1; Roadbed treatment: The roadbed treatment adopts vacuum combined with preloading treatment. First, drain the surface water of the site, level the site and level the site to an elevation of 1.7m. First, lay one or more layers of high-strength woven bags along the entire line, then lay a 50cm weathered sand cushion and a 50cm medium sand cushion as the working cushion, and then pile 2m of sandy soil. The preloading construction is carried out under the vacuum preloading membrane with a vacuum stability of 86.7KPa, and after vacuuming, the roadbed top surface rebound modulus is greater than 35MPa after the roadbed treatment is completed;

[0061] S2: Vertical drainage board installation, the vertical drainage board is inserted 1m above the bottom of the silt layer and does not penetrate the silt layer to form a bottom closed layer, the length is 6.3m, and the vertical treatment depth reaches the silty clay layer;

[0062] S3: Curtain pile installation, clay curtain is set around the vacuum preloading area, clay curtain is set with plain clay slurry, the clay curtain piles are spaced 0.5m in the longitudinal direction, clay slurry is mixed to ensure the vacuum sealing effect;

[0063] S4; Pipeline installation, the cushion foundation adopts sand and gravel foundation, the pipeline installation adopts the lifting machine to lower the pipe, and the manual work is coordinated to stabilize the pipe. When installing the pipe, the pipe is lifted to the bottom of the trough and the pipe is transported under the trough;

[0064] S5: Backfilling: After the pipeline is installed, the hook groove is backfilled. Backfilling is done on both sides at the same time to prevent the pipeline from shifting. The backfill soil is laid in layers, with a thickness of 30 cm for each layer. Fine sand is used as the backfill material, and no stones or organic debris appear. The backfill is compacted at the same time, and the thickness is 20 cm after mechanical compaction. When backfilling the top of the pipeline, 20 cm of fine sand is filled, and then the backfill soil is lightly compacted;

[0065] S6: Spreading and rolling the mixture, pouring the mixture into the hopper 11, and conveying the mixture on the conveyor belt 111 to the place away from the hopper 11. Under the action of the motor 3, the paving assembly 4 spreads the mixture, and at the same time, the motor 3 drives the first bevel gear 31 to rotate, so that the transmission rod 33 drives the first worm part 331 to rotate, and then the pressure roller 6 rotates to roll the paved mixture;

[0066] S7; Closed maintenance: the road section after paving and rolling is watered by a sprinkler truck and covered with geotextile for curing. During the entire curing period, the subbase and base surface must be kept moist and traffic must be closed. After the curing is completed, the covering material must be removed;

[0067] S8; Asphalt mixture is spread and compacted. Asphalt is spread by an asphalt spreader, and then a double steel wheel roller is used to stabilize the surface of the mixture. Two double steel wheel vibratory rollers and a rubber wheel roller are used to roll the mixture together. The rubber wheel roller first uses a 1 / 2 staggered wheel to rub and roll the mixture once. Then two double steel wheel vibratory rollers are used to roll the mixture twice with a 1 / 2 staggered wheel. Finally, a double steel wheel roller is used to smooth and roll the mixture until there are no obvious wheel marks. After the asphalt mixture is spread and compacted, it can be opened to traffic after natural cooling when the surface temperature of the mixture is lower than the temperature specified in the specification.

[0068] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A coastal shallow artificial backfill road construction equipment, comprising a body (1), characterized in that: The machine body (1) is provided with a hopper (11) and a cab (12), a conveyor belt (111) being provided in the hopper (11), a positioning plate (121) being fixedly provided at one end of the cab (12) away from the hopper (11), the positioning plate (121) being fixedly connected to a motor (3), an output shaft of the motor (3) being connected to a material spreading assembly (4) corresponding to the conveyor belt (111), a material blocking plate (5) being fixedly connected to the cab (12), the material blocking plate (5) comprising a vertical plate (51) and mutually parallel baffles (52), the baffles (52) being fixedly connected to the cab (12), and the output shaft of the motor (3) being fixedly connected to a first A bevel gear (31), the first bevel gear (31) meshing with the second bevel gear (32), the second bevel gear (32) being fixedly connected to a transmission rod (33), the transmission rod (33) passing through a vertical plate (51) and being rotatably connected to the vertical plate (51), a first worm portion being provided at one end of the transmission rod (33) away from the second bevel gear (32), vertical plates (53) parallel to the baffle plate (52) being fixedly connected to both sides of the vertical plate (51), a pressure roller (6) being rotatably connected between the vertical plates (53), the pressure roller (6) being provided with a circular groove (61), a first worm wheel portion (62) meshing with the first worm portion being fixedly provided in the circular groove (61); The material paving assembly (4) comprises a third bevel gear (41), two spiral material paving rods (42) and two fourth bevel gears (43); the third bevel gear (41) is fixedly connected to the output shaft of the motor (3); spiral conveying blades (421) are fixedly provided on the spiral material paving rods (42); the two fourth bevel gears (43) are meshed with the third bevel gear (41); and the fourth bevel gear (43) is fixedly connected to the corresponding spiral material paving rods (42).

2. The artificial backfill road construction equipment for coastal shoals according to claim 1 is characterized by: The transmission rod (33) is fixedly connected to a first gear, the vertical plate (51) is rotatably connected to a rotating rod (511), the rotating rod (511) is fixedly connected to a second gear (512) meshing with the first gear, and one end of the rotating rod (511) close to the pressure roller (6) is fixedly connected to a brush bristle (513).

3. The artificial backfill road construction equipment for coastal shoals according to claim 2 is characterized by: The rotating rod (511) passes through the vertical plate (51) and is fixedly connected to a second worm portion (514); a cross rod (521) is rotatably connected between the baffle plates (52); the cross rod (521) is fixedly connected to a second worm wheel portion (522) meshing with the second worm portion (514); and the cross rod (521) is fixedly connected to a plurality of scrapers (523) that abut against the spiral conveying blades (421) along the circumferential direction.

4. The artificial backfill road construction equipment for coastal shoals according to claim 1 is characterized by: A shovel plate (7) is fixedly connected to one end of the hopper (11) facing away from the cab (12).

5. The artificial backfill road construction equipment for coastal shoals according to claim 4 is characterized by: The shovel plate (7) is rotatably connected to a flattening roller (71), the shovel plate (7) is provided with an inclined plate (72), the flattening roller (71) is provided with a plurality of annular grooves (711) along the axial direction, a fifth bevel gear (73) fixedly connected to the flattening roller (71) is fixedly arranged in the annular groove (711), the fifth bevel gear (73) is meshed with a sixth bevel gear (74), the sixth bevel gear (74) is fixedly connected to an inclined rod (741) rotatably connected to the inclined plate (72), and a plurality of cleaning blades (742) are fixedly connected to one end of the inclined rod (741) facing away from the sixth bevel gear (74).

6. The coastal shoal artificial backfill road construction equipment according to claim 1, characterized in that: The output shaft of the motor (3) is rotatably connected to a protective cover (34), the third bevel gear (41) and the fourth bevel gear (43) are both located in the protective cover (34), and the spiral paving rod (42) is rotatably connected to the protective cover (34).

7. The artificial backfill road construction equipment for coastal shoals according to claim 1 is characterized by: The conveyor belt (111) is fixedly connected to a plurality of partitions (112) along the circumferential direction.

8. A construction process for artificial backfilling of a coastal shallow road. The construction process is directed to a construction equipment for artificial backfilling of a coastal shallow road as claimed in any one of claims 1 to 7, characterized in that: S1; Roadbed treatment: The roadbed treatment adopts vacuum combined with preloading treatment. First, drain the surface water of the site, level the site and level the site to an elevation of 1.7m. First, lay one or more layers of high-strength woven bags along the entire line, then lay a 50cm weathered sand cushion and a 50cm medium sand cushion as the working cushion, and then pile 2m of sandy soil. The preloading construction is carried out under the vacuum preloading membrane with a vacuum stability of 86.7KPa, and after vacuuming, the roadbed top surface rebound modulus is greater than 35MPa after the roadbed treatment is completed; S2: Vertical drainage board installation, the vertical drainage board is inserted to 1m above the bottom of the silt layer, and does not penetrate the silt layer, forming a bottom closed layer with a length of 6.3m, and the vertical treatment depth reaches the silty clay layer; S3: Curtain pile installation, clay curtain is set around the vacuum preloading area, clay curtain is set with plain clay slurry, the vertical spacing of clay curtain piles is 0.5m, clay slurry is mixed to ensure the vacuum sealing effect; S4; Pipeline installation, the cushion foundation adopts sand and gravel foundation, the pipeline installation adopts the lifting machine to lower the pipe, and the manual work is coordinated to stabilize the pipe. When installing the pipe, the pipe is lifted to the bottom of the trough and the pipe is transported under the trough; S5: Backfilling: After the pipeline is installed, the hook groove is backfilled. Backfilling is done on both sides at the same time to prevent the pipeline from shifting. The backfill soil is laid in layers, with a thickness of 30 cm for each layer. Fine sand is used as the backfill material, and no stones or organic debris appear. The backfill is compacted at the same time, and the thickness is 20 cm after mechanical compaction. When backfilling the top of the pipeline, 20 cm of fine sand is filled, and then the backfill soil is lightly compacted; S6: Spreading and rolling the mixture, pouring the mixture into the hopper (11), conveying the mixture on the conveyor belt (111) to a position away from the hopper (11), and spreading the mixture under the action of the motor (3). At the same time, the motor (3) drives the first bevel gear (31) to rotate, causing the transmission rod (33) to drive the first worm gear to rotate, and then the pressure roller (6) rotates to roll the spread mixture; S7; Closed maintenance: the road section after paving and rolling is watered by a sprinkler truck and covered with geotextile for curing. During the entire curing period, the subbase and base surface must be kept moist and traffic must be closed. After the curing is completed, the covering material must be removed; S8; Asphalt mixture is spread and compacted. Asphalt is spread by an asphalt spreader, and then a double steel wheel roller is used to stabilize the surface of the mixture. Two double steel wheel vibratory rollers and a rubber wheel roller are used to roll the mixture together. The rubber wheel roller first uses a 1 / 2 staggered wheel to rub and roll the mixture once. Then two double steel wheel vibratory rollers are used to roll the mixture twice with a 1 / 2 staggered wheel. Finally, a double steel wheel roller is used to smooth and roll the mixture until there are no obvious wheel marks. After the asphalt mixture is spread and compacted, it can be opened to traffic after natural cooling when the surface temperature of the mixture is lower than the temperature specified in the specification.

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