CN219117906U

CN219117906U - Geotextile laying machine for concrete road

Info

Publication number: CN219117906U
Application number: CN202223297853.5U
Authority: CN
Inventors: 张保利
Original assignee: Shandong Xinzhiyuan New Material Technology Co ltd
Current assignee: Shandong Xinzhiyuan New Material Technology Co ltd
Priority date: 2022-12-08
Filing date: 2022-12-08
Publication date: 2023-06-02
Anticipated expiration: 2032-12-08

Abstract

The utility model discloses a geotextile laying machine for a concrete road, which belongs to the technical field of geotextile laying, and comprises a moving assembly, wherein two symmetrically arranged supporting assemblies are fixedly arranged above the moving assembly, a bearing assembly is rotationally connected between the two supporting assemblies, and geotextiles are wound on the outer sides of the bearing assembly; the moving assembly comprises an inverted U-shaped supporting frame. According to the utility model, one end of geotextile passes through the strip-shaped through hole, then one end of geotextile is paved on a concrete road, the limit bolt is unscrewed, the vertical lifting rod is moved downwards until the lower pressing roller is flatly pressed on the geotextile, then the limit bolt is screwed, and finally the paving machine is pushed forwards.

Description

Geotextile laying machine for concrete road

Technical Field

The utility model relates to the technical field of geotextile laying, in particular to a geotextile laying machine for a concrete road.

Background

When the concrete road is poured, a layer of geotextile needs to be paved on the concrete road, the evaporation of water in the concrete is reduced, and the concrete is prevented from being broken, but the geotextile paving of the concrete road is generally finished by manpower at present, a worker carries the geotextile on the concrete road, pushes a geotextile roll and attaches the geotextile to the concrete road at the same time, the time and the labor are wasted in the paving process, the labor burden of the worker is increased, and the paving efficiency is low.

Disclosure of Invention

The utility model aims to provide a geotextile laying machine for a concrete road, which aims to solve the problems that the geotextile laying of the concrete road proposed in the background art is generally completed manually, a worker carries geotextile onto the concrete road, pushes a geotextile roll and bonds the geotextile with the concrete road, and the problems that the laying process is time-consuming and labor-consuming, the labor burden of the worker is increased and the laying efficiency is low.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the geotextile laying machine for the concrete road comprises a moving assembly, wherein two symmetrically arranged supporting assemblies are fixedly arranged above the moving assembly, a bearing assembly is rotationally connected between the two supporting assemblies, and geotextiles are wound on the outer side of the bearing assembly;

the movable assembly comprises an inverted U-shaped support frame, and a strip-shaped through hole is formed in the middle of the upper surface of the inverted U-shaped support frame;

the supporting component comprises a supporting plate, a placing groove is formed in the upper portion of the supporting plate, a square cavity is formed in the supporting plate, a limiting baffle plate penetrates through an inner wall of the square cavity, one end of the limiting baffle plate is located in the placing groove, a movable plate is fixedly installed on one end face of the limiting baffle plate located in the square cavity, a reset spring is fixedly connected to one side face, away from the limiting baffle plate, of the movable plate, and one end, away from the movable plate, of the reset spring is fixed on the inner wall of the square cavity;

the bearing assembly comprises a bearing roller, two ends of the bearing roller are fixedly provided with a fixed shaft, the fixed shaft is located in a cavity formed by the placing groove and the limiting baffle, two symmetrically arranged annular baffles are fixedly arranged on the peripheral side surface of the bearing roller, an adjusting bolt is connected to the annular baffles in a threaded mode, one end of the adjusting bolt abuts against the peripheral side surface of the bearing roller, and geotechnical cloth penetrates through the strip-shaped through holes.

Preferably, the bottom end of the inverted U-shaped support frame is fixedly provided with four moving rollers which are in rectangular distribution, and the moving rollers are provided with brake pads.

Preferably, the inside of falling U-shaped support frame is run through and is had a vertical lifter, set up a through-hole with vertical lifter assorted on the falling U-shaped support frame, vertical lifter passes the through-hole on the falling U-shaped support frame, and vertical lifter and the through-hole cooperation on the falling U-shaped support frame use, the bottom fixed mounting of vertical lifter has a fixed frame board, the inside rotation of fixed frame board is connected with a compression roller down, a side threaded connection of falling U-shaped support frame has a stop bolt, stop bolt's one end supports on a surface of vertical lifter.

Preferably, a squeeze plate is fixedly installed on one side surface of the moving plate.

Preferably, the geotextile is wound on the outer side of the bearing roller, and the geotextile is located between the two annular baffles.

Compared with the prior art, the utility model has the beneficial effects that: according to the utility model, one end of geotextile passes through the strip-shaped through hole, one end of geotextile is paved on a concrete road, the limit bolt is unscrewed, the vertical lifting rod is moved downwards until the lower pressing roller is flatly pressed on the geotextile, the limit bolt is screwed, and finally the paving machine is pushed forwards.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a schematic structural view of a geotextile laying machine for concrete roads according to the present utility model;

FIG. 2 is a schematic diagram of a mobile assembly according to the present utility model;

FIG. 3 is a schematic view of a support assembly according to the present utility model;

fig. 4 is a schematic structural view of the bearing assembly of the present utility model.

In the drawings, the list of components represented by the various numbers is as follows:

the device comprises a 1-moving component, a 101-inverted U-shaped supporting frame, a 102-strip-shaped through hole, 103-moving rollers, 104-vertical lifting rods, 105-fixed frame plates, 106-lower pressing rollers, 107-limit bolts, 2-supporting components, 201-supporting plates, 202-placing grooves, 203-square cavities, 204-limit baffles, 205-moving plates, 206-reset springs, 207-extruding plates, 3-bearing components, 301-bearing rollers, 302-fixed shafts, 303-annular baffles, 304-adjusting bolts and 4-geotextiles.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-4, the present utility model provides a technical solution: the geotextile laying machine for the concrete road comprises a moving assembly 1, wherein two symmetrically arranged supporting assemblies 2 are fixedly arranged above the moving assembly 1, a bearing assembly 3 is rotatably connected between the two supporting assemblies 2, and geotextiles 4 are wound on the outer side of the bearing assembly 3;

the moving assembly 1 comprises an inverted U-shaped supporting frame 101, a strip-shaped through hole 102 is formed in the middle of the upper surface of the inverted U-shaped supporting frame 101, four moving rollers 103 which are distributed in a rectangular shape are fixedly arranged at the bottom end of the inverted U-shaped supporting frame 101, a brake block is arranged on each moving roller 103, a vertical lifting rod 104 penetrates through the inside of the inverted U-shaped supporting frame 101, a through hole matched with the vertical lifting rod 104 is formed in the inverted U-shaped supporting frame 101, the vertical lifting rod 104 penetrates through the through hole in the inverted U-shaped supporting frame 101, the vertical lifting rod 104 is matched with the through hole in the inverted U-shaped supporting frame 101, a fixing frame plate 105 is fixedly arranged at the bottom end of the vertical lifting rod 104, a lower pressing roller 106 is rotatably connected to the inside of the fixing frame plate 105, a limit bolt 107 is connected to one side surface of the inverted U-shaped supporting frame 101 in a threaded manner, and one end of the limit bolt 107 abuts against one surface of the vertical lifting rod 104;

the supporting component 2 comprises a supporting plate 201, a placing groove 202 is formed above the supporting plate 201, a square cavity 203 is formed in the supporting plate 201, a limit baffle 204 penetrates through an inner wall of the square cavity 203, one end of the limit baffle 204 is located in the placing groove 202, a movable plate 205 is fixedly installed on one end face of the limit baffle 204 located in the square cavity 203, a reset spring 206 is fixedly connected to one side face of the movable plate 205 away from the limit baffle 204, one end of the reset spring 206 away from the movable plate 205 is fixed on an inner wall of the square cavity 203, and a squeezing plate 207 is fixedly installed on one side face of the movable plate 205;

the bearing assembly 3 comprises a bearing roller 301, a fixing shaft 302 is fixedly arranged at two ends of the bearing roller 301, the fixing shaft 302 is located in a cavity formed by the placing groove 202 and the limiting baffle 204, two symmetrically arranged annular baffles 303 are fixedly arranged on the peripheral side surface of the bearing roller 301, an adjusting bolt 304 is connected to the annular baffles 303 in a threaded mode, one end of the adjusting bolt 304 abuts against the peripheral side surface of the bearing roller 301, geotechnical cloth 4 penetrates through the strip-shaped through holes 102, geotechnical cloth 4 is wound on the outer side of the bearing roller 301, and the geotechnical cloth 4 is located between the two annular baffles 303.

When the geotextile paving machine for concrete roads of the present utility model is needed, firstly, a worker passes one end of geotextile 4 through the strip-shaped through hole 102, then lays one end of geotextile 4 on the concrete road, then unscrews the limit bolt 107, moves the vertical lifting rod 104 downwards until the lower press roller 106 is pressed on the geotextile 4 flatly, then tightens the limit bolt 107, finally pushes the paving machine of the present utility model forwards, in the forward moving process of the paving machine of the present utility model, the geotextile 4 is continuously laid on the concrete road, thus the paving of geotextile 4 is completed, in addition, the distance between the two annular baffles 303 can be adjusted by screwing the adjusting bolt 304, thus the geotextile 4 with different widths is paved, in addition, by pressing the pressing plate 207, the reset spring 206 can be contracted to shorten, thus the limit baffle 204 is no longer blocked by the fixed shaft 302, and thus the bearing assembly 3 is convenient to be detached from between the two support assemblies 2.

In the description of the present specification, the descriptions of the terms "one embodiment," "example," "specific example," and the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The preferred embodiments of the utility model disclosed above are intended only to assist in the explanation of the utility model. The preferred embodiments are not intended to be exhaustive or to limit the utility model to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best understand and utilize the utility model. The utility model is limited only by the claims and the full scope and equivalents thereof.

Claims

1. The geotextile laying machine for the concrete road is characterized by comprising a moving assembly (1), wherein two symmetrically arranged supporting assemblies (2) are fixedly arranged above the moving assembly (1), a bearing assembly (3) is rotatably connected between the two supporting assemblies (2), and geotextile (4) is wound on the outer side of the bearing assembly (3);

the moving assembly (1) comprises an inverted U-shaped supporting frame (101), and a strip-shaped through hole (102) is formed in the middle of the upper surface of the inverted U-shaped supporting frame (101);

the supporting component (2) comprises a supporting plate (201), a placing groove (202) is formed in the upper portion of the supporting plate (201), a square cavity (203) is formed in the supporting plate (201), a limit baffle (204) penetrates through one inner wall of the square cavity (203), one end of the limit baffle (204) is located in the placing groove (202), a movable plate (205) is fixedly mounted on one end face of the limit baffle (204) located in the square cavity (203), a reset spring (206) is fixedly connected to one side face, away from the limit baffle (204), of the movable plate (205), and one end, away from the movable plate (205), of the reset spring (206) is fixed on one inner wall of the square cavity (203);

the bearing assembly (3) comprises a bearing roller (301), a fixed shaft (302) is fixedly arranged at two ends of the bearing roller (301), the fixed shaft (302) is located in a cavity formed by the placing groove (202) and the limiting baffle (204), two symmetrically arranged annular baffles (303) are fixedly arranged on the peripheral side face of the bearing roller (301), an adjusting bolt (304) is connected to the annular baffles (303) in a threaded mode, one end of the adjusting bolt (304) abuts against the peripheral side face of the bearing roller (301), and geotechnical cloth (4) penetrates through the strip-shaped through holes (102).

2. A geotextile laying machine for concrete roads according to claim 1, characterized in that: the bottom end of the inverted U-shaped supporting frame (101) is fixedly provided with four moving rollers (103) which are distributed in a rectangular mode, and the moving rollers (103) are provided with brake pads.

3. A geotextile laying machine for concrete roads according to claim 1, characterized in that: the inside of falling U-shaped support frame (101) is run through has a vertical lifter (104), set up a through-hole with vertical lifter (104) assorted on falling U-shaped support frame (101), vertical lifter (104) pass through the through-hole on falling U-shaped support frame (101), and vertical lifter (104) use with the through-hole cooperation on falling U-shaped support frame (101), the bottom fixed mounting of vertical lifter (104) has a fixed frame plate (105), the inside rotation of fixed frame plate (105) is connected with a compression roller (106), a side threaded connection of falling U-shaped support frame (101) has a stop bolt (107), one end of stop bolt (107) supports on a surface of vertical lifter (104).

4. A geotextile laying machine for concrete roads according to claim 1, characterized in that: a squeeze plate (207) is fixedly installed on one side surface of the moving plate (205).

5. A geotextile laying machine for concrete roads according to claim 1, characterized in that: the geotextile (4) is wound on the outer side of the bearing roller (301), and the geotextile (4) is located between the two annular baffles (303).