A new type of airport channel rapid leveling system

Abstract

The present invention discloses a novel airport trough rapid leveling system, which adopts a novel airport trough construction equipment and is used in conjunction with a trough leveling method; the airport trough construction equipment comprises two sets of mutually parallel guide rail mechanisms, a leveling mechanism traveling on the guide rail mechanisms, the guide rail mechanism comprises a first guide rail located on the inner side, a second guide rail integrally formed with the first guide rail and located on the outer side, and the leveling mechanism comprises a region division preliminary leveling unit and a scraping unit. The present invention can improve the flatness and density uniformity of the trough earthwork. The system can quickly level the trough earthwork in an automated manner through the use of the device and the control of the method, and after leveling, the soil density is evenly distributed, which can effectively improve the quality of the trough earthwork laying.

Description

Technical Field

[0001] The invention relates to the technical field of leveling devices, and in particular to a novel airport channel rapid leveling system. Background Art

[0002] During the construction of the airport runway, the flatness requirements of the road trench area are relatively high after the road trench earthwork replacement construction reaches the top layer. It is difficult to achieve the flatness requirements of the design using a grader, and the density of the earth in each part is uneven after leveling by the grader. If the flatness error is relatively large, it will affect the subsequent construction. If the surface is flat, but the earthwork density is uneven, it will also affect the construction quality of subsequent processes. Summary of the invention

[0003] In order to solve the problems of the prior art, the present invention provides a new type of airport trough rapid leveling system. Through the use of the device and the control of the method, the system can quickly level the trough earthwork in an automated manner. After leveling, the soil density is evenly distributed, which can effectively improve the quality of trough earthwork paving.

[0004] To solve the above problems, the technical solution of the present invention is:

[0005] A new type of airport channel rapid leveling system adopts a new type of airport channel construction equipment and cooperates with the channel leveling method to achieve rapid and stable leveling of the airport channel;

[0006] The airport channel construction equipment comprises two sets of mutually parallel guide rail mechanisms and a leveling mechanism running on the guide rail mechanisms, wherein the guide rail mechanisms comprise a first guide rail located on the inner side and a second guide rail integrally formed with the first guide rail and located on the outer side;

[0007] The leveling mechanism includes a region division and preliminary leveling unit and a scraping unit. The region division and leveling unit includes a first region division and preliminary leveling subunit for dividing and preliminary leveling the top of the channel earthwork along the horizontal transverse region, and a second region division and preliminary leveling subunit arranged at the rear of the first region division and preliminary leveling subunit and for dividing and further preliminary leveling the top of the channel earthwork processed by the first region division and preliminary leveling subunit along the horizontal longitudinal region;

[0008] The scraping unit is arranged at the rear side of the second area dividing preliminary leveling subunit, and is used to scrape the top of the soil in the channel after preliminary leveling.

[0009] Preferably, the first area division preliminary leveling subunit comprises a first square frame, first dividing plates evenly distributed horizontally at the bottom end of the first square frame, and first dividing spaces are formed between adjacent first dividing plates;

[0010] A first preliminary scraping plate is slidably connected to the top of all the first dividing plates. The first preliminary scraping plate is set in a direction perpendicular to the first dividing plates, and both ends of the first preliminary scraping plate are slidably connected to the inner surfaces of the front and rear ends of the first square frame respectively. The bottom end of the first preliminary scraping plate is slidably connected to the top of the first dividing plate. The first preliminary scraping plate moves left and right along the top of the first dividing plate under the drive of the first driving mechanism.

[0011] Preferably, the first driving mechanism comprises a first driving motor fixedly mounted on the outer surface of the left end of the first square frame, and a first lead screw is arranged in the transverse direction inside the first square frame;

[0012] The output shaft of the first driving motor can be rotatably passed through the side wall of the first square frame and is fixedly connected to one end of the first lead screw, the other end of the first lead screw is rotatably connected to the inner surface of the side wall of the first square frame, the first lead screw is screwed to the first preliminary scraping plate, and the two ends of the first preliminary scraping plate are slidably connected to the first linear groove preset on the inner surface of the first square frame.

[0013] Preferably, the bottom of the first preliminary scraping plate is provided with a first strip-shaped through groove along the length direction, and a scraping edge is formed between the bottom end of the first preliminary scraping plate and the bottom groove wall of the first strip-shaped through groove;

[0014] The cross-section of the scraping edge is an isosceles triangle, and the two base angles of the isosceles triangle are cut off vertically. The vertical surface after the cut is used to push the soil to move to the left or right and fill the soil in the first divided space. The inclined surface where the two waist sides of the isosceles triangle are located is used to guide the excess soil in the filling process to the rear side of the moving direction of the scraping edge.

[0015] Preferably, the structure of the second area division and preliminary leveling subunit is the same as that of the first area division and preliminary leveling subunit, with the only difference being that the second division plate of the second area division and preliminary leveling subunit is evenly distributed at the bottom of the second square frame along the horizontal longitudinal direction, the second lead screw is arranged in the second square frame along the horizontal longitudinal direction, the second drive motor is fixedly arranged on the outer surface of the rear end of the second square frame and is used to drive the second lead screw to rotate, and the second preliminary scraping plate is screwed on the second lead screw and moves back and forth in the front and rear directions.

[0016] Preferably, the first square frame and the second square frame have clearance fit at opposite ends, and the front and rear ends of the side walls of the first square frame and the front and rear ends of the side walls of the second square frame are respectively provided with connecting plates;

[0017] Electric telescopic devices are respectively provided under the connecting plates, and a sliding seat is commonly provided at the bottom ends of the four electric telescopic devices on the same side, and the bottom ends of the sliding seats are slidably connected to the first guide rail via a first slider;

[0018] The top end of the sliding seat is fixedly connected to the fixed end of the electric telescopic device, the telescopic end of the electric telescopic device extends upward in the longitudinal direction and is fixedly connected to the lower surface of the corresponding connecting plate. Driven by the electric telescopic device, the first square frame and the second square frame can realize their own lifting and lowering adjustment.

[0019] Preferably, third drive motors are respectively provided on the outer surfaces of both sides of the sliding seat, a rack structure is provided along the upper surface of the second guide rail, the output shaft of the third drive motor is connected with a gear, the gear is meshingly connected with the rack structure, and the leveling mechanism is driven by the third drive motor to move back and forth along the guide rail mechanism.

[0020] Preferably, the scraping unit comprises a baffle fixedly connected to the inner surface of the sliding seat through a connecting rod, the inner surface of the baffle is gap-matched with the outer surfaces of the first square frame and the second square frame, and the rear ends of the two baffles are fixedly connected to a scraper;

[0021] The first drive motor, the second drive motor, the third drive motor, and the electric telescopic device are electrically connected to the power module through wires and a control panel, respectively.

[0022] Preferably, the groove leveling method includes the following:

[0023] Step A: Install the guide rail mechanism on both sides of the channel earthwork and adjust the guide rail mechanism to be horizontal;

[0024] Step B, the leveling mechanism is moved stepwise along the guide rail mechanism through the control panel, and the distance of each step of the stepwise movement is the width of the first square frame or the second square frame. Since the widths of the first square frame and the second square frame are the same, the second square frame covers the range just covered by the first square frame with each step of movement. During the stepping process, the first square frame and the second square frame are lifted by the electric telescopic device, and the first square frame and the second square frame are placed on the earthwork surface at a set height after reaching a new position;

[0025] Step C: Every time the leveling mechanism moves one step, the first area division preliminary leveling subunit is used to preliminary level the earthwork surface along the horizontal transverse direction. As the leveling mechanism moves, the second area division preliminary leveling subunit further levels the top of the earthwork preliminary leveled by the first area division preliminary leveling subunit along the horizontal longitudinal direction; the scraper finally scrapes the preliminary leveled earthwork surface.

[0026] Preferably, in the step C, during the horizontal preliminary leveling or the horizontal further leveling, the first dividing plate and the second dividing plate are inserted downward to a depth that makes part of the earth surface protrude from the top of the first dividing plate and the second dividing plate, and part of the earth surface is lower than the top of the first dividing plate or the second dividing plate. As the depressions in all the first dividing spaces in the first square frame or all the second dividing spaces in the second square frame are filled, the first square frame or the second square frame is lifted upward to a set height by an electric telescopic device, and the first preliminary scraping plate or the second preliminary scraping plate is repeatedly used to fill the depressions in the remaining unfilled first dividing spaces in the first square frame or the remaining unfilled second dividing spaces in the second square frame. The above-mentioned step of lifting the first square frame or the second square frame by the electric telescopic device after filling is repeated until all the first dividing spaces in the first square frame or all the second dividing spaces in the second square frame are filled and there is no earth protruding from the top of the first dividing plate or the second dividing plate above the first dividing plate or the second dividing plate.

[0027] The novel airport trough rapid leveling system of the present invention has the following beneficial effects: the present invention can effectively improve the quality of the leveling of the top of the trough earthwork, fully meet the requirements for the flatness of the top of the trough earthwork in the airport runway construction, and the top of the trough earthwork can be evenly distributed after the preliminary leveling unit, and then after leveling, the surface density of the trough earthwork is uniform, which can effectively ensure the construction quality. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 , a top view of the overall structure of the present invention;

[0029] Figure 2 , a schematic diagram of the local structure of the present invention (first square frame top view angle);

[0030] Figure 3 , a top view of the structural relationship between the baffle, scraper and sliding seat of the present invention;

[0031] Figure 4 The present invention Figure 3 The front view structure diagram of

[0032] Figure 5 , a cross-sectional structural diagram of the first square frame of the present invention cooperating with the guide rail mechanism;

[0033] Figure 6 , a front view of the first preliminary scraping plate of the present invention;

[0034] Figure 7 , a cross-sectional structural diagram of the present invention along the AA direction;

[0035] Figure 8 , the leveling principle diagram of the area segmentation preliminary leveling unit of the present invention;

[0036] 1: guide rail mechanism, 1-1: first guide rail, 1-2: second guide rail, 1-3: rack structure, 2: sliding seat, 3: connecting plate, 4: third drive motor, 5: gear, 6: channel earthwork, 7: first square frame, 8: baffle, 9: first dividing plate, 10: first dividing space, 11: first drive motor, 12: first lead screw, 13: scraper, 13-1: crossbeam, 13-2: scraper body, 14: connecting rod, 15: second slider, 16: electric telescopic device, 17: first linear slide, 18: first preliminary scraper plate; 18-1: scraper plate body, 18-2: first strip through groove, 18-3: scraper edge, 19: second square frame; 20: second dividing plate, 21: second lead screw, 22: second drive motor. DETAILED DESCRIPTION

[0037] The following describes in detail the implementation mode of the present invention in a step-by-step manner. The description is only a preferred embodiment of the present invention and is not intended to limit the scope of protection of the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

[0038] In the description of the present invention, it should be noted that the directions or positional relationships indicated by terms such as “upper”, “lower”, “left”, “right”, “top”, “bottom”, “inside” and “outside” are based on the directions or positional relationships shown in the accompanying drawings, and are only for the purpose of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, and a specific direction structure and operation, and therefore cannot be understood as a limitation on the present invention.

[0039] Embodiment 1, as Figure 1 As shown:

[0040] A novel airport channel rapid leveling system adopts a novel airport channel construction equipment and cooperates with a channel leveling method to achieve rapid and stable leveling of the airport channel. The airport channel construction equipment includes two sets of mutually parallel guide rail mechanisms 1 and a leveling mechanism traveling on the guide rail mechanisms 1.

[0041] The guide rail mechanism 1 includes a first guide rail 1-1 located on the inner side, and a second guide rail 1-2 integrally formed with the first guide rail and located on the outer side. The leveling mechanism includes a region division preliminary leveling unit and a scraping unit. The region division leveling unit includes a first region division preliminary leveling subunit for dividing and preliminarily leveling the top of the groove earthwork along the horizontal transverse region, and a second region division preliminary leveling subunit arranged at the rear side of the first region division preliminary leveling subunit and used to divide and further preliminarily level the top of the groove earthwork processed by the first region division preliminary leveling subunit along the horizontal longitudinal region. The scraping unit is arranged at the rear side of the second region division preliminary leveling subunit and is used to scrape the top of the groove earthwork after the preliminary leveling.

[0042] Embodiment 2: This embodiment is further improved as follows:

[0043] like Figure 1-7 As shown, the first area division and preliminary leveling subunit includes a first square frame 7, a first dividing plate 9 uniformly distributed at the bottom end of the first square frame 7 along the horizontal lateral direction, and a first division space 10 is formed between adjacent first dividing plates 9. A first preliminary scraping plate 18 is slidably connected to the top end of all the first dividing plates 9. The first preliminary scraping plate 18 is arranged in a direction perpendicular to the first dividing plate 9, and the two ends of the first preliminary scraping plate 18 are respectively slidably connected to the front and rear end inner surfaces of the first square frame 7, and the bottom end of the first preliminary scraping plate 18 is slidably connected to the top end of the first dividing plate 9. The first preliminary scraping plate 18 moves left and right along the top end of the first dividing plate 9 driven by the first driving mechanism.

[0044] Embodiment 3: This embodiment is further improved as follows:

[0045] like Figure 2 , 4 As shown in Figure 5, the first driving mechanism includes a first driving motor 11 fixedly arranged on the outer surface of the left end of the first square frame 7, a first lead screw 12 is horizontally arranged inside the first square frame 7, the output shaft of the first driving motor 11 can rotatably pass through the side wall of the first square frame 7 and is fixedly connected to one end of the first lead screw, the other end of the first lead screw 12 is rotatably connected to the inner surface of the side wall of the first square frame 7, the first lead screw 12 is screwed to the first preliminary scraping plate 18, and the two ends of the first preliminary scraping plate 18 are slidably connected to the first linear slide groove 17 preset on the inner surface of the first square frame 7.

[0046] Embodiment 4: This embodiment is further improved as follows:

[0047] like Figure 6 , 7As shown, the bottom of the first preliminary scraping plate 18 is provided with a first strip-shaped through groove 18-2 along the length direction, and a scraping edge 18-3 is formed between the bottom end of the first preliminary scraping plate and the bottom groove wall of the first strip-shaped through groove. The cross-section of the scraping edge is an isosceles triangle, and the two bottom angles of the isosceles triangle are cut off vertically. The vertical surface after the cut is used to push the soil to move to the left or right and fill the soil in the first dividing space 10. The inclined surfaces where the two waist sides of the isosceles triangle are located are used to guide the excess soil in the filling process to the rear side of the moving direction of the scraping edge 18-3.

[0048] Embodiment 5: Based on the above embodiments, this embodiment discloses:

[0049] like Figure 1 As shown, the structure of the second area division preliminary leveling subunit is the same as that of the first area division preliminary leveling subunit, and the only difference is that the second division plate 20 of the second area division preliminary leveling subunit is evenly distributed at the bottom of the second square frame 19 along the horizontal and longitudinal direction, the second screw 21 is arranged in the second square frame 19 along the horizontal and longitudinal direction, the second drive motor 22 is fixedly arranged on the outer surface of the rear end of the second square frame 19 and is used to drive the second screw 21 to rotate, and the second preliminary scraping plate (not marked in the figure) is screwed on the second screw 21 and moves back and forth in the front and rear directions.

[0050] Embodiment 6: Based on the above embodiments, this embodiment discloses:

[0051] like Figure 1 As shown, the first square frame 7 and the second square frame 19 are gap-matched at the opposite ends, and the front and rear ends of the side walls of the first square frame 7 and the front and rear ends of the side walls of the second square frame 19 are respectively provided with connecting plates 3, and electric telescopic devices 16 (such as electric cylinders, electric telescopic rods, hydraulic rods, cylinders) are respectively provided under the connecting plates 3. The bottom ends of the four electric telescopic devices on the same side are commonly provided with a sliding seat 2, and the bottom end of the sliding seat 2 is slidably connected to the first guide rail 1-1 through a first slider (not marked in the figure), and the top end of the sliding seat 2 is fixedly connected to the fixed end of the electric telescopic device 16, and the telescopic end of the electric telescopic device extends upward in the longitudinal direction and is fixedly connected to the corresponding lower surface of the connecting plate 3. Driven by the electric telescopic device 16, the first square frame 7 and the second square frame 19 can achieve their own lifting and lowering adjustments.

[0052] like Figure 1 , 2 As shown, the outer surfaces of both sides of the sliding seat 2 are respectively provided with a third driving motor 4, the upper surface of the second guide rail 1-2 is provided with a rack structure 1-3 along the direction, the output shaft of the third driving motor 4 is connected with a gear 5, and the gear 5 is meshingly connected with the rack structure 1-3, and the leveling mechanism is driven by the third driving motor 4 to move back and forth along the guide rail mechanism.

[0053] like Figure 3 As shown, the scraping unit includes a baffle 8 fixedly connected to the inner surface of the sliding seat 2 through a connecting rod 14, the inner surface of the baffle 8 is gap-matched with the outer surfaces of the first square frame 7 and the second square frame 19, and the rear ends of the two baffles 8 are commonly fixedly connected with a scraper 13.

[0054] like Figure 1-6 As shown, the first drive motor 11, the second drive motor 22, the third drive motor 4, and the electric telescopic device 16 are electrically connected to a power module (not shown) through wires and a control panel (not shown).

[0055] Embodiment 7: Based on the above embodiments, this embodiment discloses:

[0056] A leveling method for airport channel construction equipment: Figure 1-7 As shown, including:

[0057] Step A: Install the guide rail mechanism 1 on both sides of the channel earthwork 6, and adjust the guide rail mechanism 1 to be horizontal.

[0058] Step B, using the control panel to make the leveling mechanism move stepwise along the guide rail mechanism, and each step of the stepwise movement has a distance equal to the width of the first square frame or the second square frame. Since the widths of the first square frame and the second square frame are the same, with each step, the second square frame covers the range just covered by the first square frame. During the stepping process, the first square frame and the second square frame are lifted by the electric telescopic device, and after reaching the new position, the first square frame and the second square frame are placed on the earth surface at a set height.

[0059] Step C: Every time the leveling mechanism moves one step, the first area division preliminary leveling subunit is used to preliminary level the earthwork surface along the horizontal transverse direction. As the leveling mechanism moves, the second area division preliminary leveling subunit further levels the top of the earthwork preliminary leveled by the first area division preliminary leveling subunit along the horizontal longitudinal direction; the scraper finally scrapes the preliminary leveled earthwork surface.

[0060] In the step C, Figure 8 As shown, during the horizontal preliminary leveling or the horizontal further leveling, the first partition plate and the second partition plate are inserted downward to a depth that makes part of the earth surface protrude from the top of the first partition plate and the second partition plate, and part of the earth surface is lower than the top of the first partition plate or the second partition plate. As the depressions in all the first partition spaces in the first square frame or all the second partition spaces in the second square frame are filled (due to the initial deep insertion, the tops of the first partition plate and the second partition plate are easily leveled with the earth surface, but at this time there will still be some earth protruding from the top of the first partition plate and the second partition plate.

[0061] Therefore, the following steps are required), the first square frame or the second square frame is lifted upward to a set height through the electric telescopic device, and the first preliminary scraping plate or the second preliminary scraping plate is repeatedly used to fill the remaining unfilled first division space in the first square frame or the remaining unfilled second division space in the second square frame. The depressions (for each first division space or second division space, there are two situations after filling, one of which is that it is filled and there is no excess soil above the division space. In this case, there is no excess soil that can be continued to be filled after the division space is lifted.

[0062] Another situation is that the dividing space is filled, but there is still excess earth piled up on the top. By lifting, the dividing space is made to show that part of the earth protrudes out of the dividing space, and part of the earth is sunken in the dividing space, and the above operation of filling the sunken is continued). Repeat the above steps of lifting the first square frame or the second square frame by the electric telescopic device after filling, until all the first dividing spaces in the first square frame or all the second dividing spaces in the second square frame are filled and there is no earth protruding from the top of the first dividing plate or the second dividing plate above the first dividing plate or the second dividing plate. In the case where all the dividing spaces in the first square frame are filled, due to the uneven distribution of the top of the earth, the heights of the first dividing spaces after being filled are likely to be inconsistent. Therefore, it is necessary to perform longitudinal horizontal leveling by stepping. After the longitudinal horizontal leveling, the top of the earth can be truly initially leveled, and the density of the top of the earth reaches a balanced state.

[0063] Working principle of the present invention:

[0064] The soil in the trough is uneven in the initial state. If it is directly scraped with a scraper, even if a guide rail is installed, the scraped part will be dense in some places and fluffy in others, thus affecting the quality of subsequent construction. Therefore, the present invention sets up a regional division type preliminary leveling, wherein when the first regional division preliminary leveling subunit is working, the first square frame is pressed down on the top of the soil, and the top of the soil is divided into a plurality of first division spaces by the first division plate. The amount of soil in each first division space is different, and the distribution of soil in each part of each first division space is also different. By moving the first preliminary scraping plate back and forth, the soil in each first division space arranged horizontally can be evenly distributed after preliminary leveling.

[0065] However, this does not mean that the top of the earthwork within the first square frame is truly preliminarily leveled, because there may be more earthwork in the front part of the first square frame and less earthwork in the back, or more earthwork in the middle and less earthwork at both ends, or other situations. Therefore, further preliminarily leveling is required along the horizontal longitudinal direction. During further preliminarily leveling, the leveling mechanism moves forward, and the second square frame overlaps the original position of the first square frame. At this time, the earthwork in the second square frame is the earthwork that has been preliminarily leveled horizontally.

[0066] Then, using the same principle, the second dividing plate divides the top of the earthwork into several second divided spaces, and the second preliminary scraping plate moves back and forth to level and evenly distribute the earthwork in the second divided space in the front-to-back direction. At this time, the preliminary leveling of the top of the earthwork is truly achieved. As the leveling mechanism further steps forward, the scraper finally levels the top of the earthwork after preliminary leveling. Because the top of the earthwork is divided and initially leveled from the longitudinal and transverse angles before leveling, the earthwork is evenly distributed, and the density is balanced after leveling, which is conducive to improving the quality of subsequent construction.

[0067] During the movement, the scraping edge pushes the soil into the first dividing space or the second dividing space through the vertical surface, while the excess soil passes through the scraping edge along the inclined surface where the waist of the isosceles triangle is located, through the strip groove, and remains on the rear side of the moving direction of the scraping edge, thereby avoiding the soil being pushed to one end of the top of the earthwork within the range of the first square frame or the second square frame during the initial leveling, ensuring the balance of the earthwork after the initial leveling.

[0068] The implementation method of step C of the present invention is: the parameters for lifting the height of the first square frame and the second square frame each time and the number of times the first preliminary scraping plate and the second preliminary scraping plate repeatedly move at each height are set through the control panel, and the depth of the first square frame and the second square frame initially buried in the soil can be controlled manually.

Claims

1. A rapid leveling device for airport channels, characterized by: It comprises two sets of mutually parallel guide rail mechanisms and a leveling mechanism running on the guide rail mechanisms, wherein the guide rail mechanism comprises a first guide rail located on the inner side and a second guide rail formed integrally with the first guide rail and located on the outer side; The leveling mechanism includes a region division and preliminary leveling unit and a scraping unit. The region division and leveling unit includes a first region division and preliminary leveling subunit for dividing and preliminary leveling the top of the channel earthwork along the horizontal transverse region, and a second region division and preliminary leveling subunit arranged at the rear of the first region division and preliminary leveling subunit and for dividing and further preliminary leveling the top of the channel earthwork processed by the first region division and preliminary leveling subunit along the horizontal longitudinal region; The scraping unit is arranged at the rear side of the second area division preliminary leveling subunit, and is used to scrape the top of the soil in the channel after preliminary leveling; The first area division and preliminary leveling subunit comprises a first square frame, first dividing plates evenly distributed horizontally at the bottom end of the first square frame, and first dividing spaces are formed between adjacent first dividing plates; A first preliminary scraping plate is slidably connected to the top of all the first dividing plates, the first preliminary scraping plate is arranged in a direction perpendicular to the first dividing plates, and the two ends of the first preliminary scraping plate are respectively slidably connected to the inner surfaces of the front and rear ends of the first square frame, the bottom end of the first preliminary scraping plate is slidably connected to the top of the first dividing plate, and the first preliminary scraping plate moves left and right along the top of the first dividing plate under the drive of the first driving mechanism; The bottom of the first preliminary scraping plate is provided with a first strip-shaped through groove along the length direction, and a scraping edge is formed between the bottom end of the first preliminary scraping plate and the bottom groove wall of the first strip-shaped through groove; The cross section of the scraping edge is an isosceles triangle, and the two base angles of the isosceles triangle are cut off vertically, and the vertical surface after the cut is used to push the soil to move left or right and fill the soil in the first divided space, and the inclined surface where the two waist sides of the isosceles triangle are located is used to guide the excess soil in the filling process to the rear side of the moving direction of the scraping edge; The structure of the second area division preliminary leveling subunit is the same as that of the first area division preliminary leveling subunit, and the only difference is that: the second division plate of the second area division preliminary leveling subunit is evenly distributed at the bottom of the second square frame along the horizontal longitudinal direction, the second lead screw is arranged in the second square frame along the horizontal longitudinal direction, the second drive motor is fixedly arranged on the outer surface of the rear end of the second square frame and is used to drive the second lead screw to rotate, and the second preliminary scraping plate is screwed on the second lead screw and moves back and forth in the front and rear directions; The leveling mechanism moves step by step along the guide rail mechanism, and the distance of each step of the step by step movement is the width of the first square frame or the second square frame.

2. The airport channel rapid leveling device according to claim 1, characterized in that: The first driving mechanism comprises a first driving motor fixedly arranged on the outer surface of the left end of the first square frame, and a first lead screw is arranged in the horizontal direction inside the first square frame; The output shaft of the first driving motor can be rotatably passed through the side wall of the first square frame and is fixedly connected to one end of the first lead screw, the other end of the first lead screw is rotatably connected to the inner surface of the side wall of the first square frame, the first lead screw is screwed to the first preliminary scraping plate, and the two ends of the first preliminary scraping plate are slidably connected to the first linear groove preset on the inner surface of the first square frame.

3. The airport channel rapid leveling device according to claim 2, characterized in that: The first square frame and the second square frame have clearance fit at opposite ends, and the front and rear ends of the side walls of the first square frame and the front and rear ends of the side walls of the second square frame are respectively provided with connecting plates; Electric telescopic devices are respectively provided under the connecting plates, and a sliding seat is commonly provided at the bottom ends of the four electric telescopic devices on the same side, and the bottom ends of the sliding seats are slidably connected to the first guide rail via a first slider; The top end of the sliding seat is fixedly connected to the fixed end of the electric telescopic device, the telescopic end of the electric telescopic device extends upward in the longitudinal direction and is fixedly connected to the lower surface of the corresponding connecting plate. Driven by the electric telescopic device, the first square frame and the second square frame can realize their own lifting and lowering adjustment.

4. The airport channel rapid leveling device according to claim 3, characterized in that: A third driving motor is respectively provided on the outer surfaces of both sides of the sliding seat, a rack structure is provided along the upper surface of the second guide rail, the output shaft of the third driving motor is connected with a gear, the gear is meshed with the rack structure, and the leveling mechanism is driven by the third driving motor to move back and forth along the guide rail mechanism.

5. The airport channel rapid leveling device according to claim 4, characterized in that: The scraping unit comprises a baffle fixedly connected to the inner surface of the sliding seat through a connecting rod, the inner surface of the baffle is gap-matched with the outer surfaces of the first square frame and the second square frame, and the rear ends of the two baffles are fixedly connected to a scraper; The first drive motor, the second drive motor, the third drive motor, and the electric telescopic device are electrically connected to the power module through wires and a control panel, respectively.

6. A method for rapid leveling of an airport channel, using the rapid leveling device for an airport channel according to any one of claims 1 to 5, characterized in that: These include: Step A: Install the guide rail mechanism on both sides of the channel earthwork and adjust the guide rail mechanism to be horizontal; Step B, the leveling mechanism is moved stepwise along the guide rail mechanism through the control panel, and the distance of each step of the stepwise movement is the width of the first square frame or the second square frame. Since the widths of the first square frame and the second square frame are the same, the second square frame covers the range just covered by the first square frame with each step of movement. During the stepping process, the first square frame and the second square frame are lifted by the electric telescopic device, and the first square frame and the second square frame are placed on the earthwork surface at a set height after reaching a new position; Step C: Every time the leveling mechanism moves one step, the first area division preliminary leveling subunit is used to preliminary level the earthwork surface along the horizontal transverse direction. As the leveling mechanism moves, the second area division preliminary leveling subunit further levels the top of the earthwork preliminary leveled by the first area division preliminary leveling subunit along the horizontal longitudinal direction; the scraper finally scrapes the preliminary leveled earthwork surface.

7. A method for rapid leveling of an airport channel as claimed in claim 6, characterized in that: In the step C, during the horizontal preliminary leveling or the horizontal further leveling, the first dividing plate and the second dividing plate are inserted downward to a depth that makes part of the earth surface protrude from the top of the first dividing plate and the second dividing plate, and part of the earth surface is lower than the top of the first dividing plate or the second dividing plate. As the depressions in all the first dividing spaces in the first square frame or all the second dividing spaces in the second square frame are filled, the first square frame or the second square frame is lifted upward by the electric telescopic device to set the height, and the first preliminary scraping plate or the second preliminary scraping plate is repeatedly used to fill the depressions in the remaining unfilled first dividing spaces in the first square frame or the remaining unfilled second dividing spaces in the second square frame. The above step of lifting the first square frame or the second square frame by the electric telescopic device after filling is repeated until all the first dividing spaces in the first square frame or all the second dividing spaces in the second square frame are filled and there is no earth protruding from the top of the first dividing plate or the second dividing plate above the first dividing plate or the second dividing plate.

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