WO2022205804A1 - Roadbed improvement device - Google Patents

Roadbed improvement device Download PDF

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Publication number
WO2022205804A1
WO2022205804A1 PCT/CN2021/119888 CN2021119888W WO2022205804A1 WO 2022205804 A1 WO2022205804 A1 WO 2022205804A1 CN 2021119888 W CN2021119888 W CN 2021119888W WO 2022205804 A1 WO2022205804 A1 WO 2022205804A1
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WO
WIPO (PCT)
Prior art keywords
base
drill bit
cavity
improvement device
roadbed
Prior art date
Application number
PCT/CN2021/119888
Other languages
French (fr)
Chinese (zh)
Inventor
常佳佳
高勇刚
沈洪宇
朱邵辉
陈振国
孙英武
亓建国
刘翠
李龙飞
杨思杰
Original Assignee
中建科工集团有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中建科工集团有限公司 filed Critical 中建科工集团有限公司
Publication of WO2022205804A1 publication Critical patent/WO2022205804A1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/10Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for raising or levelling sunken paving; for filling voids under paving; for introducing material into substructure

Definitions

  • the invention relates to the field of construction, in particular to a roadbed improvement device.
  • collapsible characteristics of collapsible loess roadbed will bring different degrees of harm to the structure, causing the structure to subside, crack, and tilt, and even seriously affect its safety and use.
  • One of the effective methods to treat collapsible loess subgrade is chemical reinforcement method, which uses some chemical solutions to inject into the subgrade soil, and generates cementitious substances or activates the surface of soil particles through chemical reactions, so that the soil particles are combined to improve the strength of the soil. . After the subgrade soil is injected into the chemical solution, the subgrade needs to be buried manually, which is labor-intensive and low in construction efficiency.
  • the present invention aims to solve at least one of the technical problems existing in the prior art.
  • the present invention proposes a roadbed improvement device, which can bury the soil material while injecting a chemical solution into the roadbed soil, thereby reducing manual operations and improving construction efficiency.
  • a material blocking member is connected to the base, a first cavity is provided on one side of the material blocking member, and the first cavity communicates with the upper and lower sides of the base;
  • a first chemical solution supplying device is connected to the base, the first chemical solution supplying device is located above the first cavity, and the first chemical solution supplying device is used to supply the first chemical solution to the base.
  • a cavity is injected with chemical liquid;
  • the first chemical liquid supply device is located between the earth-boring device and the material blocking member
  • the earth-boring device comprises a drill bit body and a drill bit
  • the drill bit body is connected to the base
  • the drill bit body is used to drive the drill bit to rotate and move in the up and down direction
  • the base is provided with a drill bit hole
  • the drill bit passes through the drill bit hole
  • the drill bit body is connected to the base
  • the drill bit body is connected to the base.
  • the stopper can make the roadbed soil drilled by the drill bit move toward the middle from both sides of the drill bit.
  • the subgrade improvement device has at least the following beneficial effects: the first chemical liquid supply device can inject chemical liquid into the subgrade; The subgrade soil is dropped into the trench drilled by the drill bit to complete the soil burial, so that the subgrade improvement device can inject the chemical solution into the subgrade soil and bury the soil material at the same time. Effectively improve the construction efficiency of roadbed improvement.
  • the base is provided with a second cavity on the other side of the blocking member, the first cavity communicates with the second cavity, and the roadbed improvement device further includes A second chemical liquid supply device, the second chemical liquid supply device is located above the second cavity, the second chemical liquid supply device is used for injecting chemical liquid into the second cavity, and the first cavity is located at between the second cavity and the drill bit.
  • the blocking member includes a first baffle and a second baffle
  • the first baffle is connected to an inner wall of one side of the base
  • the second baffle is connected to the On the inner wall of the other side of the base, the distance between the first baffle and the second baffle decreases from the proximal end to the distal end relative to the drill bit.
  • connection angle between the first baffle and the base is adjustable, and the connection angle between the second baffle and the base is adjustable.
  • two screw rods are respectively provided on both sides of the drill bit body, the two screw rods are symmetrical with respect to the drill bit body, the screw rods are connected to the base, and the two screw rods are symmetrical
  • a threaded sleeve bracket is arranged between the set screw rods, the threaded sleeve bracket is respectively threadedly connected with the two screw rods, the threaded sleeve bracket is provided with a bracket hole, and the drill bit passes through the The bracket hole is connected with the drill bit hole, and the drill bit body is connected with the threaded sleeve bracket.
  • the base is provided with a first fixing member
  • the drill body is connected with a limiting ring
  • the limiting ring is sleeved on the first fixing member and can be connected with the The first fixing member moves up and down.
  • the roadbed improvement device further includes a leveling mechanism, the leveling mechanism is located on a side of the blocking member away from the ground boring device, and the leveling mechanism includes a leveling roller , A smoothing roller and a mounting seat, the mounting seat is connected to the base, the smoothing roller is connected to the mounting seat, and the smoothing roller is sleeved on the smoothing roller and The smoothing roller can be rotated around the smoothing roller, and the smoothing roller is used for smoothing the road surface.
  • the roadbed improvement device further includes a straight line alignment mechanism
  • the straight line alignment mechanism includes a right-angle U-shaped plate, a correction link and a second fixing member
  • the second fixing member is connected to the base one side
  • the correction link is connected between the right-angle U-shaped plate and the second fixing member
  • the correction link is perpendicular to the second fixing member
  • the second fixing member is connected to the second fixing member.
  • the connection surface of the base is vertical, and the two sides of the bottom end of the right-angle U-shaped plate are respectively provided with rollers.
  • the distance between the correction link and the base is adjustable.
  • the second fixing member is provided with a plurality of connecting threaded holes
  • the calibration link includes a fixing ring
  • the fixing ring is sleeved on the second fixing member
  • the fixing ring An installation hole is provided on the upper part, and the fixing ring is connected with the second fixing piece through an adjusting connecting piece, and the adjusting connecting piece sequentially passes through the mounting hole and the connecting screw hole of the set position.
  • the base further includes a plurality of universal wheels, and the plurality of universal wheels are located at the bottom of the base.
  • the roadbed improvement device further includes a handle frame connected to the base, and the handle frame is located at a proximal side of the base relative to the ground boring device.
  • the base further includes a third baffle plate, the third baffle plate is located below the handle frame, and the third baffle plate is used for blocking earth materials.
  • FIG. 1 is a schematic diagram of a roadbed improvement device in an embodiment of the present invention.
  • Fig. 2 is the bottom view of the base of the subgrade improvement device in the embodiment of the present invention.
  • FIG. 3 is a partial structural schematic diagram of the base of the roadbed improvement device in the embodiment of the present invention.
  • FIG. 4 is a schematic diagram of a leveling mechanism of a roadbed improvement device in an embodiment of the present invention.
  • FIG. 5 is a schematic diagram of a straight line calibration mechanism of the roadbed improvement device in the embodiment of the present invention.
  • Base 100 First cavity 110 , second cavity 120 , first baffle 130 , second baffle 140 , third baffle 150 , drill hole 160 , screw mounting hole 170 , first chemical liquid supply device 210 , the second chemical liquid supply device 220, the drilling device 300, the drill bit body 310, the limit ring 320, the drill bit 330, the screw rod 340, the threaded sleeve bracket 350, the first fixing member 360, the leveling mechanism 400, leveling roller Wheel 410, smoothing roller shaft 420, mounting seat 430, linear alignment mechanism 500, right-angle U-shaped plate 510, correction connecting rod 520, fixing ring 521, adjusting connecting piece 530, second fixing piece 540, connecting threaded hole 541, roller 550, universal wheel 600, handle frame 700, handle frame mounting plate 710, handle bar 720, material stopper 800.
  • the azimuth description such as the azimuth or position relationship indicated by up, down, front, rear, left, right, etc.
  • the azimuth description is based on the azimuth or position relationship shown in the drawings, only In order to facilitate the description of the present invention and simplify the description, it is not indicated or implied that the device or element referred to must have a particular orientation, be constructed and operate in a particular orientation, and therefore should not be construed as limiting the invention.
  • an embodiment of the present invention proposes a subgrade improvement device, which includes a base 100 , a first chemical liquid supply device 210 and a ground drilling device 300 .
  • a material blocking member 800 is connected to the base 100.
  • the base 100 is provided with a first cavity 110 on one side of the material blocking member 800.
  • the first cavity 110 is connected to the upper and lower sides of the base 100; the first chemical liquid supply device 210 and the base 100 connection, the first chemical liquid supply device 210 is located above the first cavity 110, the first chemical liquid supply device 210 is used to inject chemical liquid into the first cavity 110; the first chemical liquid supply device 210 is located between the ground drilling device 300 and the Between the stoppers 800, the ground drilling device 300 includes a drill body 310 and a drill 330.
  • the drill body 310 is connected to the base 100.
  • the drill body 310 is used to drive the drill 330 to rotate and move in the up and down direction.
  • the base 100 is provided with a The drill bit hole 160 , the drill bit 330 passes through the drill bit hole 160 , the drill bit body 310 is connected to the base 100 , and the stopper 800 enables the subgrade soil drilled by the drill bit 330 to move toward the middle from both sides of the drill bit 330 .
  • the use process of the subgrade improvement device in the embodiment of the present invention is as follows: the subgrade improvement device is pulled at the end where the drill bit 330 is located to move the subgrade improvement device along the set path, and the ground drilling device 300 drills the ground to the set depth, and the When a trench appears on the moving ground of the subgrade improvement device, the first chemical liquid supply device 210 injects chemical liquid into the trench, and at the same time, the subgrade soil is dispersed to both sides of the trench under the rotation of the drilling hole, and the blocking member 800 can be used in the subgrade improvement device. During the movement of the trench, the subgrade soil on both sides of the trench will be gathered in the middle, so that the subgrade soil on both sides of the trench will fall into the trench, thus completing the burial of the soil material.
  • the first chemical liquid supply device 210 may be a liquid container provided with a pump, and the chemical liquid is injected into the first cavity 110 through the pump.
  • the first chemical liquid supply device 210 may also be a liquid container provided with a valve, and the chemical liquid is injected into the first cavity 110 by switching the valve on and off.
  • the first chemical liquid supply device 210 may also be another liquid container for injecting chemical liquid into the first cavity 110 by pressure injection.
  • the material blocking member 800 may be set in a figure-eight shape or other shapes that shrink from both ends to the middle, so that the subgrade soil drilled by the drill bit 330 moves toward the middle from both sides of the drill bit 330 .
  • the chemical liquid supplied by the first chemical liquid supply device 210 in the embodiment of the present application is a chemical liquid that can chemically react with soil particles to form a cementitious substance, combine the soil particles, and improve the strength of the soil body.
  • the ground-boring device 300 in the embodiment of the present application may be a drilling rig equipment used for drilling in the related technical field.
  • the drill body 310 is provided with a motor inside, and the motor drives the drill bit 330 to rotate so that the drill bit 330 drills through the ground.
  • the way that the drill bit body 310 is driven to move in the up and down direction can be realized by a motor driving a screw drive mechanism; it can also be realized by pushing the drill bit 330 through a driving member such as an air cylinder or a hydraulic cylinder.
  • the first chemical liquid supply device 210 can inject chemical liquid into the subgrade, and one end of the first cavity 110 on the base 100 is provided with a material stopper 800, and the material stopper 800 can make the drill bit 330
  • the drilled subgrade soil material moves closer to the middle from both sides of the drill bit 330, so that the subgrade soil material falls into the trench and the soil material is buried.
  • the subgrade improvement device in the embodiment of the present invention can perform soil burial while injecting the chemical solution into the subgrade soil, which reduces the operations required by the construction personnel to improve the subgrade, and can effectively improve the construction efficiency of the subgrade improvement.
  • the base 100 is provided with a second cavity 120 , a first cavity 110 and a second cavity 120 on the side of the blocking member 800 away from the earth boring device 300 .
  • the first cavity 110 and the second cavity 120 are located on both sides of the blocking member 800
  • the roadbed improvement device further includes a second chemical liquid supply device 220, and the first chemical liquid supply device 210 is located above the first cavity 110,
  • the second chemical liquid supply device 220 is located above the second cavity 120
  • the second chemical liquid supply device 220 is used for injecting chemical liquid into the second cavity 120
  • the first cavity 110 is located between the second cavity 120 and the drill bit 330 .
  • the communication between the first cavity 110 and the second cavity 120 may be that a communication port is formed on the blocking member 800, or a gap is formed between the blocking member 800 and the blocking member 800.
  • the ground drilling device 300, the first cavity 110, and the second cavity 120 are arranged in sequence.
  • the drill bit 330 drills a trench on the subgrade, and the drill bit 330 drills a trench.
  • the first chemical solution supply device 210 injects a chemical solution into the trench
  • the material stopper 800 behind the first chemical solution supply device 210 pushes the subgrade soil on both sides of the trench into the trench
  • the second chemical solution behind the material stopper 800 pushes the subgrade soil on both sides of the trench into the trench.
  • the liquid supply device 220 can perform one-time injection of chemical liquid into the subgrade soil buried in the trench to condense the buried subgrade soil. Therefore, the subgrade improvement device in this embodiment can perform two chemical liquid injections successively during the movement of the subgrade improvement device, without the need for construction personnel to repeat the construction, which effectively improves the construction efficiency.
  • the chemical liquid in the first cavity 110 is injected into the roadbed.
  • the chemical liquid In order to ensure the sufficient reaction of the collapsible loess in the roadbed, the chemical liquid must ensure a sufficient dose. Therefore, the injection amount of the first chemical liquid supply device 210 will be set to The amount of collapsible loess in the excess subgrade, the first cavity 110 is communicated with the second cavity 120, the excess chemical liquid can enter the second cavity 120, and then inject into the buried soil from the second cavity 120 Therefore, the chemical liquid can be prevented from overflowing from the first cavity 110 and the use of the chemical liquid can be saved.
  • the blocking member 800 includes a first baffle 130 and a second baffle 140 , the first baffle 130 is connected to an inner wall of one side of the base 100 , and the second baffle 140 is connected to an inner wall of the base 100 .
  • the distance between the first baffle 130 and the second baffle 140 decreases from the proximal end to the distal end opposite to the drill bit 330 .
  • the first baffle 130 and the second baffle 140 Since the distance between the first baffle 130 and the second baffle 140 decreases from the proximal end to the distal end relative to the drill bit 330 , during the movement of the roadbed improvement device, the first baffle 130 and the second baffle 140 will make the trench two The subgrade soil on the sides gathers toward the middle, so that the subgrade soil on both sides of the drill bit 330 falls into the trench.
  • connection angle between the first baffle 130 and the base 100 is adjustable, and the connection angle between the second baffle 140 and the base 100 is adjustable.
  • the connection angle between the first baffle 130 and the base 100 changes, and the distance between the first baffle 130 and the second baffle 140 also changes. Larger, the better the gathering effect of the subgrade soil on both sides of the trench, the greater the amount of soil entering the trench on the subgrade. Therefore, by changing the connection angle between the first baffle plate 130 and the base 100 or the connection angle between the second baffle plate 140 and the base 100 , the amount of soil entering by the roadbed improvement device to be buried in the roadbed trench can be changed.
  • connection angle between the first baffle 130 and the base 100 can be adjusted by: the first baffle 130 is hinged with the base 100 , and the first baffle 130 can rotate relative to the base 100 , thereby changing the first baffle 130 and the base 100 connection angle between.
  • the connection angle between the first baffle 130 and the base 100 can also be adjusted in the following way: the first baffle 130 and the base 100 are connected by threads, so that the first baffle 130 can be detached from the base 100, and then replaced with a new one. Angular reconnect.
  • the adjustment method of the connection angle between the second baffle 140 and the bracket of the base 100 is the same.
  • the first baffle 130 is connected with the base 100 through threads
  • the second baffle 140 is connected with the base 100 through threads.
  • the threaded connection is easy to install and disassemble, and has good stability, which can prevent the first baffle 130 and the second baffle 140 from loosening during the movement of the roadbed improvement device.
  • the first baffle 130 and the base 100 may be connected by threads in a manner that a through hole or a threaded hole is formed on the first baffle 130 , a through hole or a threaded hole is formed on the base 100 , and a space between the first baffle 130 and the base 100 is formed. Connection by bolts or screws.
  • the connection between the second baffle 140 and the base 100 is the same.
  • screw rods 340 are respectively provided on both sides of the drill body 310 .
  • There is a threaded sleeve bracket 350 the screw rod 340 is connected with the base 100, the threaded sleeve bracket 350 is threadedly connected with the two screw rods 340, the threaded sleeve bracket 350 is provided with a bracket hole (not shown in the figure), and the drill bit 330 passes through in turn
  • the bracket hole is connected with the drill bit hole 160 , and the drill bit body 310 is connected with the threaded sleeve bracket 350 .
  • the threaded sleeve supports 350 are respectively threadedly connected with the two screw rods 340 , so the positions of the screw sleeves on the two screw rods 340 can be adjusted.
  • the drill body 310 is connected with the threaded sleeve bracket 350, so that the position of the drill body 310 changes as the position of the adjustment threaded sleeve changes. Therefore, by adjusting the position of the threaded sleeve bracket 350 on the two screw rods 340, the height position of the drill body 310 can be adjusted to adapt to roadbeds of different heights.
  • the symmetrically arranged two screw rods 340 can reduce the vibration caused by the drill bit 330 and improve the stability of the drill bit 330 when drilling into the ground.
  • connection between the lead screw 340 and the base 100 may be welding, screw connection or the like.
  • the base 100 is provided with a screw mounting hole 170, an internal thread is provided in the screw mounting hole 170, and the screw 340 can be fixed in the screw mounting hole 170 by screwing .
  • a first fixing member 360 is provided on the base 100 , the drill body 310 is connected to a limiting ring 320 , and the limiting ring 320 is sleeved on the first fixing member 360 and is capable of and move up and down along the first fixing member 360 .
  • the limiting ring 320 is nested and matched with the first fixing member 360 , which can reduce the eccentric movement of the drill bit body 310 caused by the vibration of the drill bit 330 .
  • the limiting ring 320 can move up and down along the first fixing member 360 through clearance fit with the first fixing member 360 .
  • the roadbed improvement device further includes a leveling mechanism 400 , the leveling mechanism 400 is located on the side of the blocking member 800 away from the ground boring device 300 , and the leveling mechanism 400 includes a leveling mechanism 400 .
  • the leveling roller 410, the leveling roller 420 and the mounting seat 430, the mounting seat 430 is connected with the base 100, the leveling roller 420 is connected to the mounting seat 430, the leveling roller 410 is sleeved on the leveling roller 420 and It can rotate around the smoothing roller shaft 420, and the smoothing roller 410 is used for smoothing the road surface.
  • the leveling mechanism 400 can smooth the subgrade soil with uneven subgrade surface, so that the subgrade surface is flat.
  • the construction personnel can use the subgrade improvement device in this embodiment to inject and bury the subgrade soil with chemical liquid, and at the same time complete the smoothing of the subgrade surface, which effectively improves the construction efficiency of the subgrade improvement.
  • the leveling mechanism 400 is located on the side of the blocking member 800 away from the earth boring device 300 , and The leveling mechanism 400 can be arranged to be located at the rear of the second cavity 120, so that after the second chemical liquid supply device injects the chemical liquid into the trench, the leveling mechanism 400 smoothes the soil material on the surface of the roadbed to ensure the smoothness after construction.
  • the subgrade surface is flat.
  • the mounting seat 430 includes a circular arc portion, the circular arc portion is located above the leveling roller 410 , and the cross-section of the circular arc portion is semi-circular and is the same as the cross-section of the leveling roller 410 .
  • the soil material on the surface of the roadbed is uneven, and the smoothing roller 410 is bumpy when moving, and may be offset relative to the smoothing roller shaft 420. After the smoothing roller 410 is offset, it contacts with the arc part, and the arc part can The deviated smoothing roller 410 resists to prevent it from being deviated further.
  • the subgrade improvement device further includes a linear alignment mechanism 500, and the linear alignment mechanism 500 includes a right-angled U-shaped plate 510, a correction link 520 and a second fixing member 540, the second The fixing member 540 is connected to the side of the base 100 , the calibration link 520 is connected between the right-angle U-shaped plate 510 and the second fixing member 540 , the calibration link 520 is perpendicular to the second fixing member 540 , and the second fixing member 540 is connected to the base
  • the connecting surface of the 100 is vertical, and the two sides of the bottom end of the right-angled U-shaped plate 510 are respectively provided with rollers 550 .
  • the calibration link 520 is perpendicular to the second fixing member 540, and the connecting surface of the second fixing member 540 and the base 100 is perpendicular, thereby ensuring that the moving direction of the roadbed improvement device is parallel to the set moving direction.
  • the right-angled U-shaped plate 510 includes two wings and a web, the web is connected between the two wings, and the two wings are both perpendicular to the web.
  • the roadbed improvement device can be prevented from deviating from the route during the moving process, which affects the construction quality.
  • Rollers 550 are respectively provided on both sides of the bottom end of the right-angled U-shaped plate 510 to facilitate the movement of the right-angled U-shaped plate 510 .
  • the distance between the correction link 520 and the base 100 can be adjusted, so the distance between the correction link 520 and the base 100 can be adjusted according to the route, so as to adapt to various widths of roadbeds. Construction requirements.
  • the adjustment method of the distance between the calibration link 520 and the base 100 may be: the calibration link 520 is slidably connected to the second fixing member 540 , and the calibration link 520 is slid along the length direction of the second fixing member 540 to change the calibration connection. The distance of the rod 520 relative to the base 100 .
  • the adjustment method of the distance between the calibration link 520 and the base 100 may be as follows: the calibration link 520 can be detachably connected to different positions in the length direction of the second fixing member 540 to change the distance between the calibration link 520 and the base 100 . distance between.
  • detachable connection methods include but are not limited to screw connection, snap connection, and the like.
  • the second fixing member 540 is provided with a plurality of connecting threaded holes 541
  • the calibration link 520 includes a fixing ring 521
  • the fixing ring 521 is sleeved on the second fixing member 540 to fix
  • the ring 521 is provided with a mounting hole
  • the fixing ring 521 is connected with the second fixing piece 540 through the adjusting connecting piece 530
  • the adjusting connecting piece 530 is passed through the mounting hole and the connecting screw hole 541 at the set position.
  • connection position between the calibration link 520 and the second fixing member 540 is changed, thereby changing the distance between the calibration link 520 and the base 100 .
  • the adjusting connecting piece 530 is connected to the connecting threaded hole 541 at the set position, and the distance between the correcting link 520 and the base 100 can be matched with the width of the construction roadbed to be constructed.
  • the adjustment connection member 530 may be a threaded connection member such as various types of screws and bolts.
  • the base 100 further includes a plurality of universal wheels 600 , and the multiple universal wheels 600 are located at the bottom of the base 100 .
  • the roadbed improvement device needs to be moved during use, and the roadbed improvement device equipped with the universal wheel 600 can be moved without the aid of other moving tools.
  • the roadbed improvement device further includes a handle frame 700 , the handle frame 700 is connected to the base 100 , and the handle frame 700 is located on the proximal side of the base 100 relative to the ground boring device 300 .
  • the handle frame 700 includes two handle frame mounting plates 710 and a handle bar 720 , the handle frame 700 mounting base 430 is connected to the base 100 , and the handle bar 720 is connected between the two handle frame mounting plates 710 .
  • a handle frame 700 is provided to facilitate the construction personnel to drag or push the subgrade improvement device.
  • the handle frame 700 is located on the proximal side of the base 100 relative to the ground drilling device 300 , so that when the construction personnel drag or push the subgrade improvement device, the ground drilling, chemical injection and burial operations are performed in sequence.
  • the base 100 further includes a third baffle 150 , the third baffle 150 is located below the handle frame 700 , and the third baffle 150 is used to block soil materials.
  • the construction worker is located on one side of the handle frame 700. When the drill bit 330 drills through the ground, the third baffle 150 can prevent the drilled soil from splashing onto the construction worker's body.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A roadbed improvement device, comprising a base (100), a first chemical liquid supply device (210) and a drilling device (300). The base (100) is connected to a material blocking member. A first cavity (110) which communicates the upper and lower sides of the base (100) is provided on a side of the base (100) on which the material blocking member is located. The first cavity (110) communicates with the upper and lower sides of the base (100). The first chemical liquid supply device (210) is connected to the base (100) and is located above the first cavity (110). The first chemical liquid supply device (210) is used for injecting a chemical liquid to the first cavity (110). The drilling device (300) comprises a drill bit body (310) and a drill bit (330). The drill bit body (310) is connected to the base (100). The drill bit body (310) is used for driving the drill bit (330) to rotate and move in the up and down directions. The drill bit (330) passes through a drill bit hole (160) on the base (100). The material blocking member can enable roadbed soil material drilled by the drill bit (330) to approach the middle from both sides of the drill bit (330), thereby completing the burying of the soil material. The device can increase construction efficiency.

Description

路基改良装置Subgrade improvement device 技术领域technical field
本发明涉及建筑领域,尤其涉及一种路基改良装置。The invention relates to the field of construction, in particular to a roadbed improvement device.
背景技术Background technique
湿陷性黄土路基的湿陷特性,会对结构物带来不同程度的危害,使结构物大幅度沉降、开裂、倾斜,甚至严重影响其安全和使用。治理湿陷性黄土路基的有效方法之一是化学加固法,利用一些化学溶液注入路基土中,通过化学反应生成胶凝物质或使土颗粒表面活化,使土颗粒相结合,提高土体的强度。路基土注入化学溶液后,需要人工对路基进行掩埋,耗费人力大,施工效率低。The collapsible characteristics of collapsible loess roadbed will bring different degrees of harm to the structure, causing the structure to subside, crack, and tilt, and even seriously affect its safety and use. One of the effective methods to treat collapsible loess subgrade is chemical reinforcement method, which uses some chemical solutions to inject into the subgrade soil, and generates cementitious substances or activates the surface of soil particles through chemical reactions, so that the soil particles are combined to improve the strength of the soil. . After the subgrade soil is injected into the chemical solution, the subgrade needs to be buried manually, which is labor-intensive and low in construction efficiency.
发明内容SUMMARY OF THE INVENTION
本发明旨在至少解决现有技术中存在的技术问题之一。为此,本发明提出一种路基改良装置,能够在向路基土注入化学溶液的同时进行土料掩埋,减少了人工操作,提升施工效率。The present invention aims to solve at least one of the technical problems existing in the prior art. To this end, the present invention proposes a roadbed improvement device, which can bury the soil material while injecting a chemical solution into the roadbed soil, thereby reducing manual operations and improving construction efficiency.
根据本发明的实施例的路基改良装置,包括:The roadbed improvement device according to the embodiment of the present invention includes:
底座,所述底座上连接有挡料件,所述底座在所述挡料件的一侧设置有第一空腔,所述第一空腔连通所述底座的上下两侧;a base, a material blocking member is connected to the base, a first cavity is provided on one side of the material blocking member, and the first cavity communicates with the upper and lower sides of the base;
第一化学液供给装置,所述第一化学液供给装置与所述底座连接,所述第一化学液供给装置位于所述第一空腔上方,所述第一化学液供给装置用于向第一空腔注入化学液;A first chemical solution supplying device, the first chemical solution supplying device is connected to the base, the first chemical solution supplying device is located above the first cavity, and the first chemical solution supplying device is used to supply the first chemical solution to the base. A cavity is injected with chemical liquid;
钻地装置,所述第一化学液供给装置位于所述钻地装置与所述挡料件之间,所述钻地装置包括钻头机身与钻头,所述钻头机身与所述底座连接,所述钻头机身用于驱动所述钻头转动并沿上下方向移动,所述底座上开设有钻头孔,所述钻头穿过所述钻头孔,所述钻头机身与所述底座连接,所述挡料件能够使所述钻头钻开的路基土料自所述钻头两侧向中间靠拢。an earth-boring device, wherein the first chemical liquid supply device is located between the earth-boring device and the material blocking member, the earth-boring device comprises a drill bit body and a drill bit, and the drill bit body is connected to the base, The drill bit body is used to drive the drill bit to rotate and move in the up and down direction, the base is provided with a drill bit hole, the drill bit passes through the drill bit hole, the drill bit body is connected to the base, and the drill bit body is connected to the base. The stopper can make the roadbed soil drilled by the drill bit move toward the middle from both sides of the drill bit.
根据本发明实施例的路基改良装置,至少具有如下有益效果:第一化学液供给装置能够向路基注入化学液,挡料件能够使钻头钻开的路基土料自钻头两侧向中间靠拢,从而使路基土掉入钻头钻开的壕沟之中,完成土料掩埋,从而路基改良装置能够在向路基土注入化学溶液的同时进行土料掩埋,减少了施工人员对路基改良需要进行的操作,可以有效地提升路基 改良的施工效率。The subgrade improvement device according to the embodiment of the present invention has at least the following beneficial effects: the first chemical liquid supply device can inject chemical liquid into the subgrade; The subgrade soil is dropped into the trench drilled by the drill bit to complete the soil burial, so that the subgrade improvement device can inject the chemical solution into the subgrade soil and bury the soil material at the same time. Effectively improve the construction efficiency of roadbed improvement.
根据本发明的一些实施例,所述底座在所述挡料件的另一侧设置有第二空腔,所述第一空腔与所述第二空腔连通,所述路基改良装置还包括第二化学液供给装置,所述第二化学液供给装置位于所述第二空腔上方,所述第二化学液供给装置用于向第二空腔注入化学液,所述第一空腔位于所述第二空腔与所述钻头之间。According to some embodiments of the present invention, the base is provided with a second cavity on the other side of the blocking member, the first cavity communicates with the second cavity, and the roadbed improvement device further includes A second chemical liquid supply device, the second chemical liquid supply device is located above the second cavity, the second chemical liquid supply device is used for injecting chemical liquid into the second cavity, and the first cavity is located at between the second cavity and the drill bit.
根据本发明的一些实施例,所述挡料件包括第一挡板和第二挡板,所述第一挡板连接于所述底座的一侧内壁,所述第二挡板连接于所述底座的另一侧内壁,所述第一挡板与所述第二挡板的距离自相对所述钻头的近端向远端递减。According to some embodiments of the present invention, the blocking member includes a first baffle and a second baffle, the first baffle is connected to an inner wall of one side of the base, and the second baffle is connected to the On the inner wall of the other side of the base, the distance between the first baffle and the second baffle decreases from the proximal end to the distal end relative to the drill bit.
根据本发明的一些实施例,所述第一挡板与所述底座之间的连接角度可调节,所述第二挡板与所述底座之间的连接角度可调节。According to some embodiments of the present invention, the connection angle between the first baffle and the base is adjustable, and the connection angle between the second baffle and the base is adjustable.
根据本发明的一些实施例,所述钻头机身的两侧分别设置有一根丝杆,两根所述丝杆关于所述钻头机身对称,所述丝杆与所述底座连接,两根对称设置的所述丝杆之间设置有螺纹套支架,所述螺纹套支架分别与两个所述丝杆螺纹连接,所述螺纹套支架上设置有有支架孔,所述钻头依次穿过所述支架孔与所述钻头孔,所述钻头机身与所述螺纹套支架连接。According to some embodiments of the present invention, two screw rods are respectively provided on both sides of the drill bit body, the two screw rods are symmetrical with respect to the drill bit body, the screw rods are connected to the base, and the two screw rods are symmetrical A threaded sleeve bracket is arranged between the set screw rods, the threaded sleeve bracket is respectively threadedly connected with the two screw rods, the threaded sleeve bracket is provided with a bracket hole, and the drill bit passes through the The bracket hole is connected with the drill bit hole, and the drill bit body is connected with the threaded sleeve bracket.
根据本发明的一些实施例,所述底座上设置有第一固定件,所述钻头机身连接有限位环,所述限位环套设于所述第一固定件上,并能够与沿所述第一固定件上下移动。According to some embodiments of the present invention, the base is provided with a first fixing member, the drill body is connected with a limiting ring, the limiting ring is sleeved on the first fixing member and can be connected with the The first fixing member moves up and down.
根据本发明的一些实施例,所述路基改良装置还包括抚平机构,所述抚平机构位于所述挡料件远离所述钻地装置的一侧,所述抚平机构包括抚平辊轮、抚平辊轴与安装座,所述安装座与所述底座连接,所述抚平辊轴连接于所述安装座上,所述抚平辊轮套设于所述抚平辊轴上且能绕所述抚平辊轴转动,所述抚平辊轮用于抚平路面。According to some embodiments of the present invention, the roadbed improvement device further includes a leveling mechanism, the leveling mechanism is located on a side of the blocking member away from the ground boring device, and the leveling mechanism includes a leveling roller , A smoothing roller and a mounting seat, the mounting seat is connected to the base, the smoothing roller is connected to the mounting seat, and the smoothing roller is sleeved on the smoothing roller and The smoothing roller can be rotated around the smoothing roller, and the smoothing roller is used for smoothing the road surface.
根据本发明的一些实施例,所述路基改良装置还包括直线校准机构,所述直线校准机构包括直角U型板、校正连杆和第二固定件,所述第二固定件于所述底座连接的一侧,所述校正连杆连接于所述直角U型板与所述第二固定件之间,所述校正连杆与所述第二固定件垂直,所述第二固定件与所述底座的连接面垂直,所述直角U型板底端的两侧分别设置有滚轮。According to some embodiments of the present invention, the roadbed improvement device further includes a straight line alignment mechanism, the straight line alignment mechanism includes a right-angle U-shaped plate, a correction link and a second fixing member, and the second fixing member is connected to the base one side, the correction link is connected between the right-angle U-shaped plate and the second fixing member, the correction link is perpendicular to the second fixing member, and the second fixing member is connected to the second fixing member. The connection surface of the base is vertical, and the two sides of the bottom end of the right-angle U-shaped plate are respectively provided with rollers.
根据本发明的一些实施例,所述校正连杆与所述底座之间的距离可调节。According to some embodiments of the present invention, the distance between the correction link and the base is adjustable.
根据本发明的一些实施例,所述第二固定件上设置有若干连接螺纹孔,所述校正连杆包括固定环,所述固定环套设于所述第二固定件上,所述固定环上设置有安装孔,所述固定环通过调节连接件与所述第二固定件连接,所述调节连接件依次穿过安装孔与设定位置的连接螺纹孔。According to some embodiments of the present invention, the second fixing member is provided with a plurality of connecting threaded holes, the calibration link includes a fixing ring, the fixing ring is sleeved on the second fixing member, and the fixing ring An installation hole is provided on the upper part, and the fixing ring is connected with the second fixing piece through an adjusting connecting piece, and the adjusting connecting piece sequentially passes through the mounting hole and the connecting screw hole of the set position.
根据本发明的一些实施例,所述底座还包括多个万向轮,所述多个万向轮位于所述底座 的底部。According to some embodiments of the present invention, the base further includes a plurality of universal wheels, and the plurality of universal wheels are located at the bottom of the base.
根据本发明的一些实施例,所述路基改良装置还包括把手架,所述把手架与所述底座连接,所述把手架位于所述底座相对于所述钻地装置的近侧。According to some embodiments of the present invention, the roadbed improvement device further includes a handle frame connected to the base, and the handle frame is located at a proximal side of the base relative to the ground boring device.
根据本发明的一些实施例,所述底座还包括第三挡板,所述第三挡板位于所述把手架的下方,所述第三挡板用于阻挡土料。According to some embodiments of the present invention, the base further includes a third baffle plate, the third baffle plate is located below the handle frame, and the third baffle plate is used for blocking earth materials.
本发明的附加方面和优点将在下面的描述中部分给出,部分将从下面的描述中变得明显,或通过本发明的实践了解到。Additional aspects and advantages of the present invention will be set forth, in part, from the following description, and in part will be apparent from the following description, or may be learned by practice of the invention.
附图说明Description of drawings
下面结合附图和实施例对本发明做进一步的说明,其中:The present invention will be further described below in conjunction with the accompanying drawings and embodiments, wherein:
图1为本发明实施例中的路基改良装置的示意图;1 is a schematic diagram of a roadbed improvement device in an embodiment of the present invention;
图2为本发明实施例中的路基改良装置的底座的仰视图;Fig. 2 is the bottom view of the base of the subgrade improvement device in the embodiment of the present invention;
图3为本发明实施例中的路基改良装置的底座的部分结构示意图;3 is a partial structural schematic diagram of the base of the roadbed improvement device in the embodiment of the present invention;
图4为本发明实施例中的路基改良装置的抚平机构的示意图;4 is a schematic diagram of a leveling mechanism of a roadbed improvement device in an embodiment of the present invention;
图5为本发明实施例中的路基改良装置的直线校准机构的示意图;5 is a schematic diagram of a straight line calibration mechanism of the roadbed improvement device in the embodiment of the present invention;
附图标记:Reference number:
底座100,第一空腔110,第二空腔120,第一挡板130,第二挡板140,第三挡板150,钻头孔160,丝杆安装孔170,第一化学液供给装置210,第二化学液供给装置220,钻地装置300,钻头机身310,限位环320,钻头330,丝杆340,螺纹套支架350,第一固定件360,抚平机构400,抚平辊轮410,抚平辊轴420,安装座430,直线校准机构500,直角U型板510,校正连杆520,固定环521,调节连接件530,第二固定件540,连接螺纹孔541,滚轮550,万向轮600,把手架700,把手架安装板710,把手杆720,挡料件800。 Base 100 , first cavity 110 , second cavity 120 , first baffle 130 , second baffle 140 , third baffle 150 , drill hole 160 , screw mounting hole 170 , first chemical liquid supply device 210 , the second chemical liquid supply device 220, the drilling device 300, the drill bit body 310, the limit ring 320, the drill bit 330, the screw rod 340, the threaded sleeve bracket 350, the first fixing member 360, the leveling mechanism 400, leveling roller Wheel 410, smoothing roller shaft 420, mounting seat 430, linear alignment mechanism 500, right-angle U-shaped plate 510, correction connecting rod 520, fixing ring 521, adjusting connecting piece 530, second fixing piece 540, connecting threaded hole 541, roller 550, universal wheel 600, handle frame 700, handle frame mounting plate 710, handle bar 720, material stopper 800.
具体实施方式Detailed ways
下面详细描述本发明的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,仅用于解释本发明,而不能理解为对本发明的限制。The following describes in detail the embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary, only used to explain the present invention, and should not be construed as a limitation of the present invention.
在本发明的描述中,需要理解的是,涉及到方位描述,例如上、下、前、后、左、右等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作, 因此不能理解为对本发明的限制。In the description of the present invention, it should be understood that the azimuth description, such as the azimuth or position relationship indicated by up, down, front, rear, left, right, etc., is based on the azimuth or position relationship shown in the drawings, only In order to facilitate the description of the present invention and simplify the description, it is not indicated or implied that the device or element referred to must have a particular orientation, be constructed and operate in a particular orientation, and therefore should not be construed as limiting the invention.
在本发明的描述中,若干的含义是一个以上,多个的含义是两个以上。如果有描述到第一、第二只是用于区分技术特征为目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量或者隐含指明所指示的技术特征的先后关系。In the description of the present invention, several means one or more, and plural means two or more. If it is described that the first and the second are only for the purpose of distinguishing technical features, it cannot be understood as indicating or implying relative importance, or indicating the number of the indicated technical features or the order of the indicated technical features. relation.
本发明的描述中,除非另有明确的限定,设置、安装、连接等词语应做广义理解,所属技术领域技术人员可以结合技术方案的具体内容合理确定上述词语在本发明中的具体含义。In the description of the present invention, unless otherwise clearly defined, words such as setting, installation, connection should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above words in the present invention in combination with the specific content of the technical solution.
本发明的描述中,参考术语“一个实施例”、“一些实施例”、“示意性实施例”或“一些示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of the present invention, reference to the terms "one embodiment", "some embodiments", "exemplary embodiment" or "some examples" etc. refers to the specific features, structures, materials described in connection with the embodiment or example Or features are included in at least one embodiment or example of the invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
参照图1至图3,本发明的实施例中提出了一种路基改良装置,包括底座100、第一化学液供给装置210与钻地装置300。底座100上连接有挡料件800,底座100在挡料件800的一侧设置有第一空腔110,第一空腔110连通底座100的上下两侧;第一化学液供给装置210与底座100连接,第一化学液供给装置210位于第一空腔110上方,第一化学液供给装置210用于向第一空腔110注入化学液;第一化学液供给装置210位于钻地装置300与挡料件800之间,钻地装置300包括钻头机身310与钻头330,钻头机身310与底座100连接,钻头机身310用于驱动钻头330转动并沿上下方向移动,底座100上开设有钻头孔160,钻头330穿过钻头孔160,钻头机身310与底座100连接,挡料件800能够使钻头330钻开的路基土料自钻头330两侧向中间靠拢。Referring to FIGS. 1 to 3 , an embodiment of the present invention proposes a subgrade improvement device, which includes a base 100 , a first chemical liquid supply device 210 and a ground drilling device 300 . A material blocking member 800 is connected to the base 100. The base 100 is provided with a first cavity 110 on one side of the material blocking member 800. The first cavity 110 is connected to the upper and lower sides of the base 100; the first chemical liquid supply device 210 and the base 100 connection, the first chemical liquid supply device 210 is located above the first cavity 110, the first chemical liquid supply device 210 is used to inject chemical liquid into the first cavity 110; the first chemical liquid supply device 210 is located between the ground drilling device 300 and the Between the stoppers 800, the ground drilling device 300 includes a drill body 310 and a drill 330. The drill body 310 is connected to the base 100. The drill body 310 is used to drive the drill 330 to rotate and move in the up and down direction. The base 100 is provided with a The drill bit hole 160 , the drill bit 330 passes through the drill bit hole 160 , the drill bit body 310 is connected to the base 100 , and the stopper 800 enables the subgrade soil drilled by the drill bit 330 to move toward the middle from both sides of the drill bit 330 .
本发明实施例中的路基改良装置的使用过程如下:在钻头330所在端牵引路基改良装置使路基改良装置沿着设定的路径移动,并使钻地装置300钻开地面到设定深度,随着路基改良装置的移动地面出现壕沟,第一化学液供给装置210向壕沟之中注入化学液,同时路基土在钻孔的旋转下分散到壕沟的两侧,挡料件800能够在路基改良装置的移动过程中会将壕沟两侧的路基土往中间聚拢,从而壕沟两侧的路基土掉入壕沟之中,从而完成土料的掩埋。The use process of the subgrade improvement device in the embodiment of the present invention is as follows: the subgrade improvement device is pulled at the end where the drill bit 330 is located to move the subgrade improvement device along the set path, and the ground drilling device 300 drills the ground to the set depth, and the When a trench appears on the moving ground of the subgrade improvement device, the first chemical liquid supply device 210 injects chemical liquid into the trench, and at the same time, the subgrade soil is dispersed to both sides of the trench under the rotation of the drilling hole, and the blocking member 800 can be used in the subgrade improvement device. During the movement of the trench, the subgrade soil on both sides of the trench will be gathered in the middle, so that the subgrade soil on both sides of the trench will fall into the trench, thus completing the burial of the soil material.
其中,第一化学液供给装置210可以是设置有泵的液体容器,通过泵向第一空腔110注入化学液。第一化学液供给装置210也可以是设置有阀门的液体容器,通过切换阀门的通断完成向第一空腔110注入化学液。第一化学液供给装置210还可以是其他通过压强注射向第一空腔110注入化学液的液体容器。挡料件800可以设置为八字形或其他自两端向中间收缩的形状,以使钻头330钻开的路基土料自钻头330两侧向中间靠拢。The first chemical liquid supply device 210 may be a liquid container provided with a pump, and the chemical liquid is injected into the first cavity 110 through the pump. The first chemical liquid supply device 210 may also be a liquid container provided with a valve, and the chemical liquid is injected into the first cavity 110 by switching the valve on and off. The first chemical liquid supply device 210 may also be another liquid container for injecting chemical liquid into the first cavity 110 by pressure injection. The material blocking member 800 may be set in a figure-eight shape or other shapes that shrink from both ends to the middle, so that the subgrade soil drilled by the drill bit 330 moves toward the middle from both sides of the drill bit 330 .
本申请实施例中的第一化学液供给装置210所供给的化学液是能与土颗粒发生化学反应生成胶凝物质,使土颗粒相结合,提高土体的强度的化学用液。本申请实施例中的钻地装置300可以是相关技术领域中用于钻孔的钻机设备。钻头机身310内部设置有电机,电机带动钻头330转动以使钻头330钻开地面。钻头机身310驱动沿上下方向移动的方式可以是通过电机带动丝杆传动机构实现;也可以是通过气缸、液压缸等驱动件推动钻头330实现。The chemical liquid supplied by the first chemical liquid supply device 210 in the embodiment of the present application is a chemical liquid that can chemically react with soil particles to form a cementitious substance, combine the soil particles, and improve the strength of the soil body. The ground-boring device 300 in the embodiment of the present application may be a drilling rig equipment used for drilling in the related technical field. The drill body 310 is provided with a motor inside, and the motor drives the drill bit 330 to rotate so that the drill bit 330 drills through the ground. The way that the drill bit body 310 is driven to move in the up and down direction can be realized by a motor driving a screw drive mechanism; it can also be realized by pushing the drill bit 330 through a driving member such as an air cylinder or a hydraulic cylinder.
本发明实施例中的路基改良装置,第一化学液供给装置210能够向路基注入化学液,底座100上的第一空腔110的一端设置有挡料件800,挡料件800能够使钻头330钻开的路基土料自钻头330两侧向中间靠拢,从而路基土料掉入壕沟之中,完成土料掩埋。本发明实施例中的路基改良装置,能够在向路基土注入化学溶液的同时进行土料掩埋,减少了施工人员对路基改良需要进行的操作,可以有效地提升路基改良的施工效率。In the subgrade improvement device in the embodiment of the present invention, the first chemical liquid supply device 210 can inject chemical liquid into the subgrade, and one end of the first cavity 110 on the base 100 is provided with a material stopper 800, and the material stopper 800 can make the drill bit 330 The drilled subgrade soil material moves closer to the middle from both sides of the drill bit 330, so that the subgrade soil material falls into the trench and the soil material is buried. The subgrade improvement device in the embodiment of the present invention can perform soil burial while injecting the chemical solution into the subgrade soil, which reduces the operations required by the construction personnel to improve the subgrade, and can effectively improve the construction efficiency of the subgrade improvement.
参照图1和图2,在本发明的一些实施例中,底座100于挡料件800远离钻地装置300的一侧开设有第二空腔120,第一空腔110与第二空腔120连通,第一空腔110与第二空腔120位于挡料件800的两侧,路基改良装置还包括第二化学液供给装置220,第一化学液供给装置210位于第一空腔110上方,第二化学液供给装置220位于第二空腔120上方,第二化学液供给装置220用于向第二空腔120注入化学液,第一空腔110位于第二空腔120与钻头330之间。第一空腔110与第二空腔120连通的方式,可以是挡料件800上开设有连通口,也可以是挡料件800与挡料件800具有空隙等方式。Referring to FIGS. 1 and 2 , in some embodiments of the present invention, the base 100 is provided with a second cavity 120 , a first cavity 110 and a second cavity 120 on the side of the blocking member 800 away from the earth boring device 300 . The first cavity 110 and the second cavity 120 are located on both sides of the blocking member 800, the roadbed improvement device further includes a second chemical liquid supply device 220, and the first chemical liquid supply device 210 is located above the first cavity 110, The second chemical liquid supply device 220 is located above the second cavity 120 , the second chemical liquid supply device 220 is used for injecting chemical liquid into the second cavity 120 , and the first cavity 110 is located between the second cavity 120 and the drill bit 330 . The communication between the first cavity 110 and the second cavity 120 may be that a communication port is formed on the blocking member 800, or a gap is formed between the blocking member 800 and the blocking member 800.
可以理解的是,钻地装置300、第一空腔110、第二空腔120依次设置,在钻头330所在端牵引路基改良装置移动过程中,钻头330在路基上钻出壕沟,钻头330后的第一化学液供给装置210向壕沟内注入一次化学液,第一化学液供给装置210后方的挡料件800将壕沟两侧的路基土推入壕沟之中,挡料件800后方的第二化学液供给装置220可以对掩埋入壕沟的路基土进行一次化学液注入,使掩埋的路基土凝结。因此,本实施例中的路基改良装置能够在路基改良装置的移动中先后进行两次化学液注入,无需施工人员重复施工,有效提升了施工效率。It can be understood that the ground drilling device 300, the first cavity 110, and the second cavity 120 are arranged in sequence. During the movement of the subgrade improvement device at the end of the drill bit 330, the drill bit 330 drills a trench on the subgrade, and the drill bit 330 drills a trench. The first chemical solution supply device 210 injects a chemical solution into the trench, the material stopper 800 behind the first chemical solution supply device 210 pushes the subgrade soil on both sides of the trench into the trench, and the second chemical solution behind the material stopper 800 pushes the subgrade soil on both sides of the trench into the trench. The liquid supply device 220 can perform one-time injection of chemical liquid into the subgrade soil buried in the trench to condense the buried subgrade soil. Therefore, the subgrade improvement device in this embodiment can perform two chemical liquid injections successively during the movement of the subgrade improvement device, without the need for construction personnel to repeat the construction, which effectively improves the construction efficiency.
此外,第一空腔110内的化学液注入到路基内,为了保证路基内的湿陷性黄土反应充分,其化学液必须保证足够剂量,因而第一化学液供给装置210的注入量会设置为多余路基内湿陷性黄土所需的量,第一空腔110与第二空腔120连通,多余的化学液能够进入到第二空腔120,再从第二空腔120注入到掩埋的土料之中,从而能够防止化学液从第一空腔110溢出,节约化学液的使用。In addition, the chemical liquid in the first cavity 110 is injected into the roadbed. In order to ensure the sufficient reaction of the collapsible loess in the roadbed, the chemical liquid must ensure a sufficient dose. Therefore, the injection amount of the first chemical liquid supply device 210 will be set to The amount of collapsible loess in the excess subgrade, the first cavity 110 is communicated with the second cavity 120, the excess chemical liquid can enter the second cavity 120, and then inject into the buried soil from the second cavity 120 Therefore, the chemical liquid can be prevented from overflowing from the first cavity 110 and the use of the chemical liquid can be saved.
在本发明的一些实施例中,挡料件800包括第一挡板130与第二挡板140,第一挡板130 连接于底座100的一侧内壁,第二挡板140连接于底座100的另一侧内壁,第一挡板130与第二挡板140的距离自相对钻头330的近端向远端递减。由于第一挡板130与第二挡板140的距离自相对钻头330的近端向远端递减,因此在路基改良装置移动过程中,第一挡板130与第二挡板140会将壕沟两侧的路基土往中间聚拢,从而钻头330两侧的路基土料掉入壕沟之中。In some embodiments of the present invention, the blocking member 800 includes a first baffle 130 and a second baffle 140 , the first baffle 130 is connected to an inner wall of one side of the base 100 , and the second baffle 140 is connected to an inner wall of the base 100 . On the inner wall of the other side, the distance between the first baffle 130 and the second baffle 140 decreases from the proximal end to the distal end opposite to the drill bit 330 . Since the distance between the first baffle 130 and the second baffle 140 decreases from the proximal end to the distal end relative to the drill bit 330 , during the movement of the roadbed improvement device, the first baffle 130 and the second baffle 140 will make the trench two The subgrade soil on the sides gathers toward the middle, so that the subgrade soil on both sides of the drill bit 330 falls into the trench.
在本发明的一些实施例中,第一挡板130与底座100之间的连接角度可调节,第二挡板140与底座100之间的连接角度可调节。第一挡板130与底座100之间的连接角度改变,第一挡板130与第二挡板140之间间距也会发生改变,第一挡板130与第二挡板140之间的距离越大,对于壕沟两侧的路基土的聚拢效果越好,路基上壕沟的进土量越大。因此,可以通过改变第一挡板130与底座100之间的连接角度或第二挡板140与底座100之间的连接角度,来改变路基改良装置向路基壕沟掩埋的进土量。In some embodiments of the present invention, the connection angle between the first baffle 130 and the base 100 is adjustable, and the connection angle between the second baffle 140 and the base 100 is adjustable. The connection angle between the first baffle 130 and the base 100 changes, and the distance between the first baffle 130 and the second baffle 140 also changes. Larger, the better the gathering effect of the subgrade soil on both sides of the trench, the greater the amount of soil entering the trench on the subgrade. Therefore, by changing the connection angle between the first baffle plate 130 and the base 100 or the connection angle between the second baffle plate 140 and the base 100 , the amount of soil entering by the roadbed improvement device to be buried in the roadbed trench can be changed.
第一挡板130与底座100之间的连接角度的调节方式可以是:第一挡板130与底座100铰接,第一挡板130可以相对底座100转动,从而改变第一挡板130与底座100之间的连接角度。第一挡板130与底座100之间的连接角度调节的方式也可以是:第一挡板130与底座100通过螺纹连接,从而第一挡板130能够从底座100上拆卸下,再以新的角度重新连接。第二挡板140与底座100支架的连接角度的调节方式同理。The connection angle between the first baffle 130 and the base 100 can be adjusted by: the first baffle 130 is hinged with the base 100 , and the first baffle 130 can rotate relative to the base 100 , thereby changing the first baffle 130 and the base 100 connection angle between. The connection angle between the first baffle 130 and the base 100 can also be adjusted in the following way: the first baffle 130 and the base 100 are connected by threads, so that the first baffle 130 can be detached from the base 100, and then replaced with a new one. Angular reconnect. The adjustment method of the connection angle between the second baffle 140 and the bracket of the base 100 is the same.
在本发明的一些实施例中,第一挡板130与底座100通过螺纹连接,第二挡板140与底座100通过螺纹连接。螺纹连接的方式易于安装与拆卸,并具有良好的稳固性,能够防止第一挡板130与第二挡板140在路基改良装置在移动过程中松动。第一挡板130与底座100通过螺纹连接的方式可以是,第一挡板130上开设通孔或螺纹孔,底座100上开设有通孔或螺纹孔,第一挡板130与底座100之间通过螺栓或螺钉连接。第二挡板140与底座100的连接方式同理。In some embodiments of the present invention, the first baffle 130 is connected with the base 100 through threads, and the second baffle 140 is connected with the base 100 through threads. The threaded connection is easy to install and disassemble, and has good stability, which can prevent the first baffle 130 and the second baffle 140 from loosening during the movement of the roadbed improvement device. The first baffle 130 and the base 100 may be connected by threads in a manner that a through hole or a threaded hole is formed on the first baffle 130 , a through hole or a threaded hole is formed on the base 100 , and a space between the first baffle 130 and the base 100 is formed. Connection by bolts or screws. The connection between the second baffle 140 and the base 100 is the same.
参照图1,在本发明的一些实施例中,钻头机身310的两侧分别设置有丝杆340,两根丝杆340关于钻头机身310对称,两根对称设置的丝杆340之间设置有螺纹套支架350,丝杆340与底座100连接,螺纹套支架350分别与两根丝杆340螺纹连接,螺纹套支架350上开设有支架孔(图中未示出),钻头330依次穿过支架孔与钻头孔160,钻头机身310与螺纹套支架350连接。螺纹套支架350分别与两根丝杆340螺纹连接,因此可以调节螺纹套在两根丝杆340上的位置。钻头机身310与螺纹套支架350连接,从而钻头机身310的位置随着调节螺纹套的位置改变而改变。因此通过调节螺纹套支架350在两根丝杆340上的位置,可以调整钻头机身310的高度位置,以适应不同高度的路基。此外,对称设置的两根丝杆340 能够减少钻头330带来的振动,提升钻头330钻地时的稳定性。Referring to FIG. 1 , in some embodiments of the present invention, screw rods 340 are respectively provided on both sides of the drill body 310 . There is a threaded sleeve bracket 350, the screw rod 340 is connected with the base 100, the threaded sleeve bracket 350 is threadedly connected with the two screw rods 340, the threaded sleeve bracket 350 is provided with a bracket hole (not shown in the figure), and the drill bit 330 passes through in turn The bracket hole is connected with the drill bit hole 160 , and the drill bit body 310 is connected with the threaded sleeve bracket 350 . The threaded sleeve supports 350 are respectively threadedly connected with the two screw rods 340 , so the positions of the screw sleeves on the two screw rods 340 can be adjusted. The drill body 310 is connected with the threaded sleeve bracket 350, so that the position of the drill body 310 changes as the position of the adjustment threaded sleeve changes. Therefore, by adjusting the position of the threaded sleeve bracket 350 on the two screw rods 340, the height position of the drill body 310 can be adjusted to adapt to roadbeds of different heights. In addition, the symmetrically arranged two screw rods 340 can reduce the vibration caused by the drill bit 330 and improve the stability of the drill bit 330 when drilling into the ground.
丝杆340与底座100的连接方式可以是焊接、螺纹连接等方式。例如,在本发明的一实施例中,底座100上开设有丝杆安装孔170,丝杆安装孔170内设置有内螺纹,丝杆340能够通过螺纹旋接配合固定于丝杆安装孔170中。The connection between the lead screw 340 and the base 100 may be welding, screw connection or the like. For example, in an embodiment of the present invention, the base 100 is provided with a screw mounting hole 170, an internal thread is provided in the screw mounting hole 170, and the screw 340 can be fixed in the screw mounting hole 170 by screwing .
参照图1,在本发明的一些实施例中,底座100上设置有第一固定件360,钻头机身310连接有限位环320,限位环320套设于第一固定件360上,并能够与沿第一固定件360上下移动。限位环320与第一固定件360嵌套配合,能够减少钻头机身310因为钻头330振动导致的偏位移动。限位环320可以通过与第一固定件360间隙配合,从而能够与沿第一固定件360上下移动。Referring to FIG. 1 , in some embodiments of the present invention, a first fixing member 360 is provided on the base 100 , the drill body 310 is connected to a limiting ring 320 , and the limiting ring 320 is sleeved on the first fixing member 360 and is capable of and move up and down along the first fixing member 360 . The limiting ring 320 is nested and matched with the first fixing member 360 , which can reduce the eccentric movement of the drill bit body 310 caused by the vibration of the drill bit 330 . The limiting ring 320 can move up and down along the first fixing member 360 through clearance fit with the first fixing member 360 .
参照图1和图4,在本发明的一些实施例中,路基改良装置还包括抚平机构400,抚平机构400位于挡料件800远离钻地装置300的一侧,抚平机构400包括抚平辊轮410、抚平辊轴420与安装座430,安装座430与底座100连接,抚平辊轴420连接于安装座430上,抚平辊轮410套设于抚平辊轴420上且能绕抚平辊轴420转动,抚平辊轮410用于抚平路面。挡料件800将路基土聚拢至壕沟内后,抚平机构400能够对路基表面参差不齐的路基土进行抚平,使路基表面为平面。施工人员可以通过本实施例中的路基改良装置对路基土进行化学液注入、掩埋的同时,完成抚平路基表面,有效提升了路基改良的施工效率。1 and 4 , in some embodiments of the present invention, the roadbed improvement device further includes a leveling mechanism 400 , the leveling mechanism 400 is located on the side of the blocking member 800 away from the ground boring device 300 , and the leveling mechanism 400 includes a leveling mechanism 400 . The leveling roller 410, the leveling roller 420 and the mounting seat 430, the mounting seat 430 is connected with the base 100, the leveling roller 420 is connected to the mounting seat 430, the leveling roller 410 is sleeved on the leveling roller 420 and It can rotate around the smoothing roller shaft 420, and the smoothing roller 410 is used for smoothing the road surface. After the retaining member 800 gathers the subgrade soil into the trench, the leveling mechanism 400 can smooth the subgrade soil with uneven subgrade surface, so that the subgrade surface is flat. The construction personnel can use the subgrade improvement device in this embodiment to inject and bury the subgrade soil with chemical liquid, and at the same time complete the smoothing of the subgrade surface, which effectively improves the construction efficiency of the subgrade improvement.
可以理解的是,参照图1,在路基改良装置设置了第一空腔110和第二空腔120的实施例中,抚平机构400位于挡料件800远离钻地装置300的一侧,抚平机构400可以设置为位于第二空腔120的后方,以使第二化学液供给装置向壕沟内注入化学液后,抚平机构400再对路基表面的土料进行抚平,保证施工后的路基表面为平面。It can be understood that, referring to FIG. 1 , in the embodiment in which the subgrade improvement device is provided with the first cavity 110 and the second cavity 120 , the leveling mechanism 400 is located on the side of the blocking member 800 away from the earth boring device 300 , and The leveling mechanism 400 can be arranged to be located at the rear of the second cavity 120, so that after the second chemical liquid supply device injects the chemical liquid into the trench, the leveling mechanism 400 smoothes the soil material on the surface of the roadbed to ensure the smoothness after construction. The subgrade surface is flat.
参照图4,在本发明的一些实施例中,安装座430包括圆弧部,圆弧部位于抚平辊轮410上方,圆弧部的截面呈半圆形且与抚平辊轮410的截面同心,圆弧部与抚平辊轮410之间存在间隙。路基表面的土料参差不齐,抚平辊轮410在移动时发生颠簸,可能会相对抚平辊轴420偏移,抚平辊轮410偏移后与圆弧部接触,圆弧部能对发生偏移的抚平辊轮410产生抵持,防止其继续发生偏位。Referring to FIG. 4 , in some embodiments of the present invention, the mounting seat 430 includes a circular arc portion, the circular arc portion is located above the leveling roller 410 , and the cross-section of the circular arc portion is semi-circular and is the same as the cross-section of the leveling roller 410 . Concentric, there is a gap between the arc portion and the smoothing roller 410 . The soil material on the surface of the roadbed is uneven, and the smoothing roller 410 is bumpy when moving, and may be offset relative to the smoothing roller shaft 420. After the smoothing roller 410 is offset, it contacts with the arc part, and the arc part can The deviated smoothing roller 410 resists to prevent it from being deviated further.
参照图1和图5,在本发明的一些实施例中,路基改良装置还包括直线校准机构500,直线校准机构500包括直角U型板510、校正连杆520和第二固定件540,第二固定件540于底座100连接的一侧,校正连杆520连接于直角U型板510与第二固定件540之间,校正连杆520与第二固定件540垂直,第二固定件540与底座100的连接面垂直,直角U型板510底端的两侧分别设置有滚轮550。校正连杆520与第二固定件540垂直,第二固定件540与 底座100的连接面垂直,从而保证了路基改良装置的移动方向与设定的移动方向平行。1 and 5, in some embodiments of the present invention, the subgrade improvement device further includes a linear alignment mechanism 500, and the linear alignment mechanism 500 includes a right-angled U-shaped plate 510, a correction link 520 and a second fixing member 540, the second The fixing member 540 is connected to the side of the base 100 , the calibration link 520 is connected between the right-angle U-shaped plate 510 and the second fixing member 540 , the calibration link 520 is perpendicular to the second fixing member 540 , and the second fixing member 540 is connected to the base The connecting surface of the 100 is vertical, and the two sides of the bottom end of the right-angled U-shaped plate 510 are respectively provided with rollers 550 . The calibration link 520 is perpendicular to the second fixing member 540, and the connecting surface of the second fixing member 540 and the base 100 is perpendicular, thereby ensuring that the moving direction of the roadbed improvement device is parallel to the set moving direction.
直角U型板510包括两块翼板与一块腹板,腹板连接于两块翼板之间,且两块翼板均垂直于腹板。通过直角U型板510和滚轮550与地面设定路线吻合,可以防止路基改良装置在移动过程中偏离路线,影响施工质量。直角U型板510底端的两侧分别设置有滚轮550,方便直角U型板510移动。The right-angled U-shaped plate 510 includes two wings and a web, the web is connected between the two wings, and the two wings are both perpendicular to the web. By matching the right-angled U-shaped plate 510 and the roller 550 with the set route on the ground, the roadbed improvement device can be prevented from deviating from the route during the moving process, which affects the construction quality. Rollers 550 are respectively provided on both sides of the bottom end of the right-angled U-shaped plate 510 to facilitate the movement of the right-angled U-shaped plate 510 .
在本发明的一些实施例中,校正连杆520与底座100之间的距离可调节,因此可以根据路线调整校正连杆520与底座100之间的距离,从而能够适应多种不同宽度的路基的施工要求。校正连杆520与底座100之间的距离之间的调节方式可以是:校正连杆520与第二固定件540滑动连接,通过校正连杆520沿第二固定件540的长度方向滑动改变校正连杆520相对底座100的距离。校正连杆520与底座100之间的距离之间的调节方式可以是:校正连杆520可拆连接于第二固定件540的长度方向上的不同位置,以改变校正连杆520与底座100之间的距离。其中,可拆卸的连接方式包括但不限于螺纹连接、卡扣连接等。In some embodiments of the present invention, the distance between the correction link 520 and the base 100 can be adjusted, so the distance between the correction link 520 and the base 100 can be adjusted according to the route, so as to adapt to various widths of roadbeds. Construction requirements. The adjustment method of the distance between the calibration link 520 and the base 100 may be: the calibration link 520 is slidably connected to the second fixing member 540 , and the calibration link 520 is slid along the length direction of the second fixing member 540 to change the calibration connection. The distance of the rod 520 relative to the base 100 . The adjustment method of the distance between the calibration link 520 and the base 100 may be as follows: the calibration link 520 can be detachably connected to different positions in the length direction of the second fixing member 540 to change the distance between the calibration link 520 and the base 100 . distance between. Wherein, detachable connection methods include but are not limited to screw connection, snap connection, and the like.
参照图5,在本发明的一些实施例中,第二固定件540上设置有若干连接螺纹孔541,校正连杆520包括固定环521,固定环521套设于第二固定件540上,固定环521上设置有安装孔,固定环521通过调节连接件530与第二固定件540连接,调节连接件530穿设于安装孔与设定位置的连接螺纹孔541之中。通过调节连接件530通过连接不同位置的连接螺纹孔541,以改变校正连杆520与第二固定件540之间的连接位置,从而改变校正连杆520与底座100之间的距离。可以理解的是,调节连接件530连接于设定位置的连接螺纹孔541中,校正连杆520与底座100之间的距离能够与施工的施工路基的宽度相匹配。调节连接件530可以是各类螺钉、螺栓等螺纹连接件。5 , in some embodiments of the present invention, the second fixing member 540 is provided with a plurality of connecting threaded holes 541 , the calibration link 520 includes a fixing ring 521 , and the fixing ring 521 is sleeved on the second fixing member 540 to fix The ring 521 is provided with a mounting hole, and the fixing ring 521 is connected with the second fixing piece 540 through the adjusting connecting piece 530 , and the adjusting connecting piece 530 is passed through the mounting hole and the connecting screw hole 541 at the set position. By adjusting the connecting member 530 to connect the connecting screw holes 541 at different positions, the connection position between the calibration link 520 and the second fixing member 540 is changed, thereby changing the distance between the calibration link 520 and the base 100 . It can be understood that the adjusting connecting piece 530 is connected to the connecting threaded hole 541 at the set position, and the distance between the correcting link 520 and the base 100 can be matched with the width of the construction roadbed to be constructed. The adjustment connection member 530 may be a threaded connection member such as various types of screws and bolts.
参照图1,在本发明的一些实施例中,底座100还包括多个万向轮600,多个万向轮600位于底座100的底部。路基改良装置在使用中需要进行移动,配备了万向轮600的路基改良装置可以不借助其他移动工具实现移动。Referring to FIG. 1 , in some embodiments of the present invention, the base 100 further includes a plurality of universal wheels 600 , and the multiple universal wheels 600 are located at the bottom of the base 100 . The roadbed improvement device needs to be moved during use, and the roadbed improvement device equipped with the universal wheel 600 can be moved without the aid of other moving tools.
参照图1,在本发明的一些实施例中,路基改良装置还包括把手架700,把手架700与底座100连接,把手架700位于底座100相对于钻地装置300的近侧。具体地,把手架700包括把两块把手架安装板710和把手杆720,把手架700安装座430与底座100连接,把手杆720连接于两块把手架安装板710之间。施工人员在使用路基改良装置时,需要带动路基改良装置移动,设置把手架700,方便施工人员拖拽或推动路基改良装置。把手架700位于底座100相对于钻地装置300的近侧,可以使施工人员拖拽或推动路基改良装置时,钻地、注入化学液和掩埋操作依次进行。1 , in some embodiments of the present invention, the roadbed improvement device further includes a handle frame 700 , the handle frame 700 is connected to the base 100 , and the handle frame 700 is located on the proximal side of the base 100 relative to the ground boring device 300 . Specifically, the handle frame 700 includes two handle frame mounting plates 710 and a handle bar 720 , the handle frame 700 mounting base 430 is connected to the base 100 , and the handle bar 720 is connected between the two handle frame mounting plates 710 . When the construction personnel use the subgrade improvement device, they need to drive the subgrade improvement device to move, and a handle frame 700 is provided to facilitate the construction personnel to drag or push the subgrade improvement device. The handle frame 700 is located on the proximal side of the base 100 relative to the ground drilling device 300 , so that when the construction personnel drag or push the subgrade improvement device, the ground drilling, chemical injection and burial operations are performed in sequence.
参照图1,在本发明的一些实施例中,底座100还包括第三挡板150,第三挡板150位于把手架700下方,第三挡板150用于阻挡土料。施工人员位于把手架700的一侧,钻头330钻开地面时,第三挡板150能够防止钻出来的土飞溅到施工人员的身体上。1 , in some embodiments of the present invention, the base 100 further includes a third baffle 150 , the third baffle 150 is located below the handle frame 700 , and the third baffle 150 is used to block soil materials. The construction worker is located on one side of the handle frame 700. When the drill bit 330 drills through the ground, the third baffle 150 can prevent the drilled soil from splashing onto the construction worker's body.
上面结合附图对本发明实施例作了详细说明,但是本发明不限于上述实施例,在所属技术领域普通技术人员所具备的知识范围内,还可以在不脱离本发明宗旨的前提下作出各种变化。此外,在不冲突的情况下,本发明的实施例及实施例中的特征可以相互组合。The embodiments of the present invention have been described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above-mentioned embodiments, and within the scope of knowledge possessed by those of ordinary skill in the art, various Variety. Furthermore, the embodiments of the present invention and features in the embodiments may be combined with each other without conflict.

Claims (13)

  1. 路基改良装置,其特征在于,包括:The roadbed improvement device is characterized in that it includes:
    底座,所述底座上连接有挡料件,所述底座在所述挡料件的一侧设置有第一空腔,所述第一空腔连通所述底座的上下两侧;a base, a material blocking member is connected to the base, a first cavity is provided on one side of the material blocking member, and the first cavity communicates with the upper and lower sides of the base;
    第一化学液供给装置,所述第一化学液供给装置与所述底座连接,所述第一化学液供给装置位于所述第一空腔上方,所述第一化学液供给装置用于向第一空腔注入化学液;A first chemical solution supplying device, the first chemical solution supplying device is connected to the base, the first chemical solution supplying device is located above the first cavity, and the first chemical solution supplying device is used to supply the first chemical solution to the base. A cavity is injected with chemical liquid;
    钻地装置,所述第一化学液供给装置位于所述钻地装置与所述挡料件之间,所述钻地装置包括钻头机身与钻头,所述钻头机身与所述底座连接,所述钻头机身用于驱动所述钻头转动并沿上下方向移动,所述底座上开设有钻头孔,所述钻头穿过所述钻头孔,所述钻头机身与所述底座连接,所述挡料件能够使所述钻头钻开的路基土料自所述钻头两侧向中间靠拢。an earth-boring device, wherein the first chemical liquid supply device is located between the earth-boring device and the material blocking member, the earth-boring device comprises a drill bit body and a drill bit, and the drill bit body is connected to the base, The drill bit body is used to drive the drill bit to rotate and move in the up and down direction, the base is provided with a drill bit hole, the drill bit passes through the drill bit hole, the drill bit body is connected to the base, and the drill bit body is connected to the base. The stopper can make the roadbed soil drilled by the drill bit move toward the middle from both sides of the drill bit.
  2. 根据权利要求1所述的路基改良装置,其特征在于,所述底座在所述挡料件的另一侧设置有第二空腔,所述第一空腔与所述第二空腔连通,所述路基改良装置还包括第二化学液供给装置,所述第二化学液供给装置位于所述第二空腔上方,所述第二化学液供给装置用于向第二空腔注入化学液,所述第一空腔位于所述第二空腔与所述钻头之间。The roadbed improvement device according to claim 1, wherein the base is provided with a second cavity on the other side of the blocking member, and the first cavity communicates with the second cavity, The roadbed improvement device further includes a second chemical liquid supply device, the second chemical liquid supply device is located above the second cavity, and the second chemical liquid supply device is used for injecting chemical liquid into the second cavity, The first cavity is located between the second cavity and the drill bit.
  3. 根据权利要求1所述的路基改良装置,其特征在于,所述挡料件包括第一挡板和第二挡板,所述第一挡板连接于所述底座的一侧内壁,所述第二挡板连接于所述底座的另一侧内壁,所述第一挡板与所述第二挡板的距离自相对所述钻头的近端向远端递减。The roadbed improvement device according to claim 1, wherein the blocking member comprises a first baffle plate and a second baffle plate, the first baffle plate is connected to an inner wall of one side of the base, and the first baffle plate is connected to an inner wall of one side of the base. Two baffles are connected to the inner wall of the other side of the base, and the distance between the first baffle and the second baffle decreases from the proximal end relative to the drill bit to the distal end.
  4. 根据权利要求3所述的路基改良装置,其特征在于,所述第一挡板与所述底座之间的连接角度可调节,所述第二挡板与所述底座之间的连接角度可调节。The roadbed improvement device according to claim 3, wherein the connection angle between the first baffle and the base is adjustable, and the connection angle between the second baffle and the base is adjustable .
  5. 根据权利要求1所述的路基改良装置,其特征在于,所述钻头机身的两侧分别设置有一根丝杆,两根所述丝杆关于所述钻头机身对称,所述丝杆与所述底座连接,两根对称设置的所述丝杆之间设置有螺纹套支架,所述螺纹套支架分别与两个所述丝杆螺纹连接,所述螺纹套支架上设置有支架孔,所述钻头依次穿过所述支架孔与所述钻头孔,所述钻头机身与所述螺纹套支架连接。The roadbed improvement device according to claim 1, wherein a screw rod is respectively provided on both sides of the drill bit body, and the two screw rods are symmetrical with respect to the drill bit body, and the screw rods are connected to the drill bit body. The base is connected, a threaded sleeve bracket is arranged between the two symmetrically arranged screw rods, the threaded sleeve bracket is threadedly connected with the two screw rods, and the threaded sleeve bracket is provided with a bracket hole, and the threaded sleeve bracket is provided with a bracket hole. The drill bit passes through the bracket hole and the drill bit hole in sequence, and the drill bit body is connected with the threaded sleeve bracket.
  6. 根据权利要求5所述的路基改良装置,其特征在于,所述底座上设置有第一固定件,所述钻头机身连接有限位环,所述限位环套设于所述第一固定件上,并能够与沿所述第一固定件上下移动。The roadbed improvement device according to claim 5, wherein a first fixing member is arranged on the base, the drill body is connected with a limit ring, and the limit ring is sleeved on the first fixing member on, and can move up and down along the first fixing piece.
  7. 根据权利要求1所述的路基改良装置,其特征在于,所述路基改良装置还包括抚平机构,所述抚平机构位于所述挡料件远离所述钻地装置的一侧,所述抚平机构包括抚平辊轮、 抚平辊轴与安装座,所述安装座与所述底座连接,所述抚平辊轴连接于所述安装座上,所述抚平辊轮套设于所述抚平辊轴上且能绕所述抚平辊轴转动,所述抚平辊轮用于抚平路面。The roadbed improvement device according to claim 1, characterized in that, the roadbed improvement device further comprises a smoothing mechanism, the smoothing mechanism is located on the side of the blocking member away from the ground boring device, and the smoothing mechanism The leveling mechanism includes a leveling roller, a leveling roller and a mounting seat, the mounting seat is connected to the base, the leveling roller is connected to the mounting seat, and the leveling roller is sleeved on the mounting seat. The smoothing roller is on and can rotate around the smoothing roller, and the smoothing roller is used for smoothing the road surface.
  8. 根据权利要求1所述的路基改良装置,其特征在于,所述路基改良装置还包括直线校准机构,所述直线校准机构包括直角U型板、校正连杆和第二固定件,所述第二固定件于所述底座连接的一侧,所述校正连杆连接于所述直角U型板与所述第二固定件之间,所述校正连杆与所述第二固定件垂直,所述第二固定件与所述底座的连接面垂直,所述直角U型板底端的两侧分别设置有滚轮。The roadbed improvement device according to claim 1, characterized in that, the roadbed improvement device further comprises a linear alignment mechanism, the linear alignment mechanism comprises a right-angle U-shaped plate, a correction link and a second fixing member, the second The fixing piece is connected to the side of the base, the calibration link is connected between the right-angle U-shaped plate and the second fixing piece, the calibration link is perpendicular to the second fixing piece, and the calibration link is perpendicular to the second fixing piece. The second fixing member is perpendicular to the connecting surface of the base, and rollers are respectively provided on both sides of the bottom end of the right-angled U-shaped plate.
  9. 根据权利要求8所述的路基改良装置,其特征在于,所述校正连杆与所述底座之间的距离可调节。The roadbed improvement device according to claim 8, wherein the distance between the correction link and the base is adjustable.
  10. 根据权利要求9所述的路基改良装置,其特征在于,所述第二固定件上设置有若干连接螺纹孔,所述校正连杆包括固定环,所述固定环套设于所述第二固定件上,所述固定环上设置有安装孔,所述固定环通过调节连接件与所述第二固定件连接,所述调节连接件穿设于安装孔与设定位置的连接螺纹孔之中。The roadbed improvement device according to claim 9, wherein the second fixing member is provided with a plurality of connecting threaded holes, the calibration link comprises a fixing ring, and the fixing ring is sleeved on the second fixing member The fixing ring is provided with a mounting hole, and the fixing ring is connected with the second fixing piece through an adjusting connecting piece, and the adjusting connecting piece is penetrated in the connecting threaded hole between the mounting hole and the set position. .
  11. 根据权利要求1所述的路基改良装置,其特征在于,所述底座还包括多个万向轮,所述多个万向轮位于所述底座的底部。The roadbed improvement device according to claim 1, wherein the base further comprises a plurality of universal wheels, and the multiple universal wheels are located at the bottom of the base.
  12. 根据权利要求1所述的路基改良装置,其特征在于,所述路基改良装置还包括把手架,所述把手架与所述底座连接,所述把手架位于所述底座相对于所述钻地装置的近侧。The roadbed improvement device according to claim 1, wherein the roadbed improvement device further comprises a handle frame, the handle frame is connected to the base, and the handle frame is located on the base relative to the ground boring device near side.
  13. 根据权利要求12所述的路基改良装置,其特征在于,所述底座还包括第三挡板,所述第三挡板位于所述把手架的下方,所述第三挡板用于阻挡土料。The roadbed improvement device according to claim 12, wherein the base further comprises a third baffle plate, the third baffle plate is located below the handle frame, and the third baffle plate is used for blocking soil materials .
PCT/CN2021/119888 2021-03-31 2021-09-23 Roadbed improvement device WO2022205804A1 (en)

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CN113047149A (en) * 2021-03-31 2021-06-29 中建科工集团有限公司 Roadbed improvement device

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5346334A (en) * 1990-07-24 1994-09-13 Sunearth Co., Ltd. Apparatus for injecting soil conditioning fluid
WO1995002091A1 (en) * 1993-07-09 1995-01-19 Henkel Kommanditgesellschaft Auf Aktien Simplified ground-stabilization method
CN108391487A (en) * 2018-04-20 2018-08-14 共同科技开发有限公司 A kind of uniform seeder of sowing
CN108825131A (en) * 2018-07-24 2018-11-16 张俊 A kind of portable drilling rig
CN111235993A (en) * 2020-01-19 2020-06-05 吴桥县交通运输局 Improvement device and improvement method for collapsible loess subgrade
CN212519912U (en) * 2020-06-04 2021-02-12 贵州好立民园林景观工程有限公司 Soil activity improvement device
CN113047149A (en) * 2021-03-31 2021-06-29 中建科工集团有限公司 Roadbed improvement device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5346334A (en) * 1990-07-24 1994-09-13 Sunearth Co., Ltd. Apparatus for injecting soil conditioning fluid
WO1995002091A1 (en) * 1993-07-09 1995-01-19 Henkel Kommanditgesellschaft Auf Aktien Simplified ground-stabilization method
CN108391487A (en) * 2018-04-20 2018-08-14 共同科技开发有限公司 A kind of uniform seeder of sowing
CN108825131A (en) * 2018-07-24 2018-11-16 张俊 A kind of portable drilling rig
CN111235993A (en) * 2020-01-19 2020-06-05 吴桥县交通运输局 Improvement device and improvement method for collapsible loess subgrade
CN212519912U (en) * 2020-06-04 2021-02-12 贵州好立民园林景观工程有限公司 Soil activity improvement device
CN113047149A (en) * 2021-03-31 2021-06-29 中建科工集团有限公司 Roadbed improvement device

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