Roadbed fence stand column foundation pit one-time forming machine

Abstract

The utility model relates to a roadbed fence stand column foundation pit one-time forming machine, and relates to the field of building construction equipment, the roadbed fence stand column foundation pit one-time forming machine comprises an insertion cylinder and an adjusting assembly, the insertion cylinder is hollow, one side of the insertion cylinder is provided with an opening, the side, away from the opening, of the insertion cylinder is connected with an excavator, and the insertion cylinder is connected with a rectangular frame at the opening; the rectangular frame and the insertion cylinder are coaxially arranged, the inner side wall of the rectangular frame is flush with the inner side wall of the insertion cylinder, the insertion cylinder is used for being inserted into a soil body, the adjusting assembly is connected with the insertion cylinder, and the adjusting assembly is used for adjusting the depth of the insertion cylinder inserted into the soil body. The present application has the effect of improving the workload increase of personnel.

Description

Technical Field

[0001] The present application relates to the field of building construction equipment, and in particular to a one-step forming machine for a roadbed fence column foundation pit. Background Art

[0002] In the process of building and road construction, foundation pit excavation is very common. The foundation pit is actually a soil pit excavated at the foundation design position according to the base elevation and foundation plane size. When installing fences on the roadbed, it is also necessary to excavate the foundation pit in order to install the columns.

[0003] In the related technology, before installing the fence posts, personnel need to measure the installation position of the protective fence according to the requirements of the construction drawings, determine the starting point of the post pit, align the working head of the hole digger with the white lime edge line and compact it at the marked post pit position, start the hole digger switch, and personnel pay attention to the excavation of the pit. According to the actual situation, the pit is dug to the required depth, the excavation of the pit is completed, and then the bottom of the hole is compacted.

[0004] With regard to the above-mentioned related technologies, the starting point of the foundation pit is determined and the foundation pit is excavated by starting the excavator. During this process, personnel need to observe the excavation of the foundation pit to make the foundation pit reach the required depth. However, during the excavation of the foundation pit, personnel need to constantly observe the excavation depth of the foundation pit, which increases the workload of personnel. Utility Model Content

[0005] In order to improve the problem of increased workload of personnel, the present application provides a one-time forming machine for roadbed fence column foundation pit.

[0006] The present application provides a one-step forming machine for roadbed fence column foundation pit, which adopts the following technical solution:

[0007] A one-time forming machine for foundation pits of roadbed fence columns, comprising an insertion tube and an adjusting assembly, wherein the insertion tube is hollow, one side of the insertion tube is open, the insertion tube is connected to an excavator away from the opening, a rectangular frame is connected to the insertion tube at the opening, the rectangular frame is coaxially arranged with the insertion tube, the inner side wall of the rectangular frame is flush with the inner side wall of the insertion tube, the insertion tube is used to be inserted into soil, the adjusting assembly is connected to the insertion tube, and the adjusting assembly is used to adjust the depth of the insertion tube into the soil.

[0008] By adopting the above technical solution, when it is necessary to use a roadbed fence column foundation pit one-time forming machine, the insertion tube is connected to the excavator arm in advance, and then the insertion tube is moved to the location area where the foundation pit needs to be excavated by the excavator. Subsequently, the rectangular frame is brought close to the ground, and then the adjustment component is started. With the help of hydraulic impact force, the working head on one side of the rectangular frame cuts down the soil until the insertion tube is inserted into the ground to a suitable depth. After that, the insertion tube is raised by the excavator arm, and the rectangular frame moves synchronously with the insertion tube. During this process, the soil in the insertion tube is brought out together similar to coring, and the soil in the insertion tube is discharged, thereby forming a column foundation pit. According to the above operation, until all foundation pits are excavated, compared with the related art, the present application can enable the insertion tube to be inserted into the ground according to the specified depth of the foundation pit through the adjustment component, and there is no need for personnel to constantly observe the excavation depth of the foundation pit during the foundation pit excavation process, which is conducive to improving the problem of increased workload of personnel.

[0009] Optionally, the adjustment assembly includes at least one adjustment plate and at least one adjustment member, the adjustment plate is slidably connected to the outer wall of the insertion tube, the sliding direction of the adjustment plate is consistent with the axial direction of the insertion tube opening, the adjustment member is connected to the top of the insertion tube, and the adjustment member moves with the adjustment plate to drive the adjustment plate to move.

[0010] By adopting the above technical scheme, when it is necessary to excavate the foundation pit, the insertion tube is moved to a suitable position by an excavator, and then the adjusting piece is started, and the adjusting piece pushes the adjusting plate to move. At this time, the adjusting plate slides on the outer wall of the insertion tube along the axial direction of the insertion tube opening until the bottom or top of the adjusting plate and the distance between the rectangular frame and the side away from the insertion tube are consistent with the specified depth of the foundation pit, and then the adjusting piece is closed. After that, with the help of hydraulic impact force, the rectangular frame can cut the soil downward, and the insertion tube extends into the soil with the rectangular frame until the bottom or top of the adjusting plate is flush with the ground, and then the insertion tube is lifted out by the excavator, and the soil in the insertion tube is taken out together similar to coring, so that the excavation of the foundation pit can be completed. By setting the adjusting plate and the adjusting piece, the distance between the bottom or top of the adjusting plate and the rectangular frame and the side away from the insertion tube can be adjusted. On the one hand, it is easier for personnel to observe the depth of the insertion tube into the soil, which is conducive to improving the problem of increased workload of personnel; on the other hand, foundation pits of different depths can be excavated.

[0011] Optionally, the adjustment plate is fitted with the outer wall of the insertion tube on one side close to the insertion tube, and a guide plate is fixed to each side of the adjustment plate away from the insertion tube. The guide plates are vertically arranged to the adjustment plate, and the guide plates can contact the soil at the top of the foundation pit. Four adjustment plates are spliced ​​and fixed into an adjustment frame, and the adjustment member is connected to the adjustment frame.

[0012] By adopting the above technical solution, when it is necessary to excavate the foundation pit, according to the required depth of the foundation pit excavation, the personnel start the adjustment part, and the adjustment part drives the adjustment plate to move. During the movement of the adjustment plate, the guide plate moves synchronously with the adjustment plate until the adjustment plate is adjusted to a suitable position. Subsequently, with the help of hydraulic impact force, the insertion tube is inserted into the soil until the guide plate contacts the soil at the top of the foundation pit, and then the insertion tube is lifted out by the excavator. By setting the guide plate, during the process of inserting the insertion tube into the soil, the personnel only need to observe the distance between the guide plate and the soil at the top of the foundation pit, which is conducive to improving the problem of increased workload of personnel.

[0013] Optionally, the adjustment assembly further includes at least one splicing frame and a plurality of connecting pieces, the splicing frame being located between the insertion tube and the rectangular frame, the splicing frame being coaxially arranged with the insertion tube, the insertion tube being fixed with four plugging plates at the opening, one of the plugging plates corresponding to a side wall of the insertion tube, a plugging groove for inserting the plugging plate is provided on a side of the splicing frame close to the insertion tube, the plugging plate and the plugging groove are interference fit, four plugging plates are fixed on a side of the splicing frame close to the rectangular frame, the plugging plates and the plugging grooves can cooperate, one of the plugging plates corresponds to a side wall of the splicing frame, a slot for inserting the plugging plate is provided on a side of the rectangular frame close to the splicing frame, one side wall of the insertion tube corresponds to at least one of the connecting pieces, the connecting piece is connected to the splicing frame, and the connecting piece is used to connect the splicing frame, the insertion tube and the rectangular frame.

[0014] By adopting the above technical solution, when it is necessary to excavate the foundation pit, the appropriate number of splicing frames is selected according to the depth of the foundation pit to be excavated. First, take out a splicing frame and bring it close to the insertion tube so that the plug-in board is inserted into the corresponding plug-in slot, and then bring the rectangular frame close to the splicing frame so that the plug-in board is inserted into the corresponding slot. According to the above steps, if multiple splicing frames are needed, the multiple splicing frames are spliced ​​together, and the plug-in board on one splicing frame is inserted into the corresponding plug-in slot on another splicing frame respectively, and then the insertion tube and the rectangular frame are spliced ​​with the multiple splicing frames. The splicing frame, the insertion tube and the rectangular frame are connected by a connecting piece, and then the insertion tube is moved by an excavator. To the appropriate position, and then, with the help of hydraulic impact force, the rectangular frame can cut the soil downwards, and the insertion tube extends into the soil with the rectangular frame until the top of the insertion tube is flush with the ground. The insertion tube is then lifted out by the excavator, and the soil in the insertion tube is brought out together similar to coring, so that the excavation of the foundation pit can be completed. By setting the coordination of the splicing frame and the connecting parts, the distance between the insertion tube and the rectangular frame can be adjusted. On the one hand, the personnel only need to observe whether the top of the insertion tube is flush with the ground, which makes it easier for the personnel to observe the depth of the insertion tube into the soil, which is conducive to improving the problem of increased workload of the personnel; on the other hand, foundation pits of different depths can be excavated.

[0015] Optionally, the connecting member includes a stud, the setting direction of the stud is consistent with the axial direction of the opening of the insertion tube, the stud is sequentially passed through the insertion tube, the splicing frame and the rectangular frame, the stud is sequentially threadedly connected to the insertion tube, the splicing frame and the rectangular frame, and the stud fixes the insertion tube, the splicing frame and the rectangular frame.

[0016] By adopting the above technical solution, when the splicing of the splicing frame, the insertion tube and the rectangular frame is completed, the personnel take out the studs and insert the studs into the insertion tube, the splicing frame and the rectangular frame in sequence. During this process, the studs need to be screwed, and the insertion tube, the splicing frame and the rectangular frame can be fixed by the studs. By setting the studs, it is convenient to strengthen the connection between the insertion tube, the splicing frame and the rectangular frame, which is beneficial to reduce the situation where the rectangular frame and the splicing frame fall off when the excavator lifts out the insertion tube.

[0017] Optionally, it also includes a soil discharge assembly, which includes a soil discharge plate and a thrust piece, wherein the soil discharge plate is located in the insertion tube, and the side wall of the soil discharge plate is in contact with the side wall of the insertion tube, and the soil discharge plate is slidably arranged in the insertion tube, and the sliding direction of the soil discharge plate is consistent with the axial direction of the opening of the insertion tube, and the soil discharge plate is used to discharge the soil in the insertion tube to the outside of the insertion tube, and the thrust piece is connected to the insertion tube, and the thrust piece is connected to the soil discharge plate to drive the movement of the soil discharge plate.

[0018] By adopting the above technical solution, after the excavator lifts the insertion tube out of the soil, the insertion tube is moved to a suitable position, and then the thrust piece is started. The thrust piece pushes the soil discharge plate to move toward the insertion tube opening along the axial direction of the insertion tube opening. During this process, the soil discharge plate can discharge the soil in the insertion tube to the outside of the insertion tube, and then the insertion tube is moved to a suitable position by the excavator to excavate the next foundation pit. By setting up the soil discharge assembly, it is convenient to discharge the soil in the insertion tube.

[0019] Optionally, the rectangular frame is configured to be serrated on a side away from the insertion tube.

[0020] By adopting the above technical solution, the side of the rectangular frame away from the insertion tube is set to be serrated, which facilitates the insertion of the rectangular frame into the soil.

[0021] Optionally, the adjusting member includes a support seat and an adjusting cylinder, the support seat is fixed to the insertion tube, the cylinder body of the adjusting cylinder is fixed to the support seat, and the adjusting cylinder is used to drive the adjusting plate to slide on the outer wall of the insertion tube.

[0022] By adopting the above technical solution, when the position of the adjustment plate needs to be adjusted, the adjustment cylinder is started, and the adjustment cylinder can drive the adjustment plate to move. By setting the adjustment cylinder, it is helpful to realize the automation of the adjustment operation of the adjustment plate.

[0023] In summary, the present application includes at least one of the following beneficial technical effects:

[0024] 1. Compared with the related art, the present application can insert the insertion tube into the ground according to the specified depth of the foundation pit through the adjustment component, and there is no need for personnel to constantly observe the excavation depth of the foundation pit during the excavation process, which is conducive to improving the problem of increased workload of personnel;

[0025] 2. By setting the adjustment plate and the adjustment member, the distance between the bottom or top of the adjustment plate and the side of the rectangular frame away from the insertion tube can be adjusted. On the one hand, it is easier for personnel to observe the depth of the insertion tube into the soil, which is conducive to improving the problem of increased workload for personnel; on the other hand, foundation pits of different depths can be excavated;

[0026] 3. By setting the coordination of the splicing frame and the connecting parts, the distance between the insertion tube and the rectangular frame can be adjusted. On the one hand, the personnel only need to observe whether the top of the insertion tube is flush with the ground, which makes it easier for the personnel to observe the depth of the insertion tube into the soil, which is conducive to improving the problem of increased workload of the personnel; on the other hand, foundation pits of different depths can be excavated. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 is a schematic diagram of the overall structure of Example 1;

[0028] Figure 2 is a cross-sectional view of the insertion tube in Example 1;

[0029] Figure 3 It is a schematic diagram of the overall structure in Example 2;

[0030] Figure 4 is a cross-sectional view of the insertion tube in Example 2;

[0031] Figure 5 yes Figure 4 A magnified view of middle;

[0032] Figure 6 yes Figure 4 Enlarged view of B.

[0033] Explanation of the accompanying drawings: 1. Insertion tube; 11. Fixed frame; 12. Rectangular frame; 121. Slot; 13. Vertical plate; 14. Insert plate; 2. Soil discharge assembly; 21. Soil discharge plate; 22. Thrust piece; 3. Adjustment assembly; 31. Adjustment plate; 311. Guide plate; 32. Adjustment piece; 321. Support seat; 322. Adjustment cylinder; 33. Splicing frame; 331. Insert plate; 332. Insert slot; 34. Connector; 341. Stud; 342. Handle. DETAILED DESCRIPTION

[0034] The following is combined with Figure 1-6This application is described in further detail.

[0035] The embodiment of the present application discloses a one-step forming machine for a foundation pit of a roadbed fence post.

[0036] Example 1

[0037] Reference Figure 1 A one-time forming machine for a roadbed fence column foundation pit comprises an inserting cylinder 1, a soil discharge component 2 and an adjusting component 3, wherein the soil discharge component 2 and the adjusting component 3 are both arranged on the inserting cylinder 1.

[0038] Reference Figure 1 In this embodiment, the insertion tube 1 is a rectangular tube, and the insertion tube 1 is hollow, one side of the insertion tube 1 is open, the side of the insertion tube 1 away from the opening is fixedly connected to the excavator arm by screws, and the side of the insertion tube 1 away from the opening is provided with a fixing frame 11, the fixing frame 11 is coaxially sleeved on the outer wall of the insertion tube 1, the fixing frame 11 is welded to the insertion tube 1, and the insertion tube 1 is provided with a rectangular frame 12 at the opening, the rectangular frame 12 is coaxially arranged with the insertion tube 1, the inner wall of the rectangular frame 12 is flush with the inner wall of the insertion tube 1, and the outer wall of the rectangular frame 12 forms a cross-section difference with the outer wall of the insertion tube 1, the rectangular frame 12 is welded to the insertion tube 1, and the rectangular frame 12 is far away from the opening. The side away from the insertion tube 1 is set to be serrated. With the help of hydraulic impact force, the serrated working head on one side of the rectangular frame 12 of the insertion tube 1 cuts the soil downward. When the working head cuts, the core soil is squeezed into the inner cavity of the insertion tube 1. The soil squeezed into the inner cavity of the insertion tube 1 to the excavation depth has a compacting effect on the bottom of the foundation pit; the insertion tube 1 is provided with a vertical plate 13 on each outer wall, and the vertical plate 13 is set from the fixed frame 11 to one side of the rectangular frame 12. The vertical plate 13 is located between the fixed frame 11 and the rectangular frame 12. One end of the vertical plate 13 is welded to the fixed frame 11, and the other end is welded to the rectangular frame 12. The vertical plate 13 is welded to the insertion tube 1 on the side close to the insertion tube 1.

[0039] Reference Figure 1 and Figure 2 The soil discharge assembly 2 includes a soil discharge plate 21 and a thrust piece 22. The soil discharge plate 21 is located in the insertion tube 1. In this embodiment, the soil discharge plate 21 is a rectangular plate, and the soil discharge plate 21 is vertically arranged with the vertical plate 13. The side wall of the soil discharge plate 21 is in contact with the side wall of the insertion tube 1. The soil discharge plate 21 is slidably arranged in the insertion tube 1, and the soil discharge plate 21 reciprocates from the fixed frame 11 to the side of the rectangular frame 12. The soil discharge plate 21 can discharge the soil in the insertion tube 1 to the outside of the insertion tube 1. In this embodiment, the thrust piece 22 is a hydraulic cylinder, which is located on the side of the insertion tube 1 away from the opening. The cylinder body of the hydraulic cylinder is fixedly connected to the insertion tube 1 by screws. The piston rod of the hydraulic cylinder is penetrated through the side of the insertion tube 1 away from the opening and then extends into the insertion tube 1 and is welded to the soil discharge plate 21. The piston rod of the hydraulic cylinder is slidably connected to the insertion tube 1, and the hydraulic cylinder can push the soil discharge plate 21 to move.

[0040] Reference Figure 1 and Figure 2 The adjusting assembly 3 includes at least one adjusting plate 31 and at least one adjusting member 32. In the present embodiment, there are four adjusting plates 31. The adjusting plate 31 is close to the side of the insertion tube 1 and is in contact with the outer wall of the insertion tube 1. Each adjusting plate 31 is provided with a guide plate 311 on the side away from the insertion tube 1. The guide plate 311 is vertically arranged with the adjusting plate 31. The guide plate 311 is welded to the adjusting plate 31. The guide plate 311 can contact the soil at the top of the foundation pit. The four adjusting plates 31 are spliced ​​and fixed into an adjusting frame. In the present embodiment, there are two adjusting members 32, and the two adjusting members 32 are located on the two side walls facing the insertion tube 1. The adjusting member 32 includes a support seat 321 and an adjusting cylinder 322. In the present embodiment, the support seat 321 is in an inverted L shape. The support seat 321 is welded to the side of the insertion tube 1 away from the opening. The adjusting cylinder 322 is arranged from the fixed frame 11 to the side of the rectangular frame 12. The cylinder body of the adjusting cylinder 322 is fixedly connected to the support seat 321 by screws, and the piston rod of the adjusting cylinder 322 is fixedly connected to the adjusting frame by screws.

[0041] The implementation principle of Example 1 is: when it is necessary to excavate a foundation pit, the roadbed fence column foundation pit one-time forming machine is connected to the excavator arm in advance, and then the roadbed fence column foundation pit one-time forming machine is moved to the location area where the foundation pit needs to be excavated by the excavator. Subsequently, according to the foundation pit depth that personnel need to excavate, the thrust piece 22 and the adjustment component 3 in the soil discharge component 2 are started, and the soil discharge plate 21 in the soil discharge component 2 and the guide plate 311 in the adjustment component 3 can be adjusted to the appropriate position, and then the foundation pit is excavated.

[0042] When it is necessary to excavate the foundation pit, the thrust piece 22 and the adjustment piece 32 are started to adjust the ejection plate 21 and the guide plate 311 to a suitable position. With the help of hydraulic impact force, the serrated working head on one side of the rectangular frame 12 cuts downward the soil until the guide plate 311 contacts the soil at the top of the foundation pit. When the insertion tube 1 is lifted up by the excavator arm, the soil in the insertion tube 1 is brought out together similar to coring. Subsequently, the hydraulic cylinder pushes the ejection plate 21 to completely push the squeezed soil out of the insertion tube 1, thereby completing the excavation operation of a column foundation pit.

[0043] Example 2

[0044] Reference Figure 3 , Figure 4 and Figure 5The difference between this embodiment and embodiment 1 is that the adjustment component 3 also includes at least one splicing frame 33 and a plurality of connecting members 34. In this embodiment, the number of the splicing frames 33 is two, and the two splicing frames 33 are both located between the insertion tube 1 and the rectangular frame 12. The two splicing frames 33 are arranged from the fixed frame 11 to the side of the rectangular frame 12. The splicing frames 33 are coaxially arranged with the insertion tube 1, wherein a plurality of plug-in boards 331 are arranged on one side of a splicing frame 33. In this embodiment, the number of the plug-in boards 331 is four, and one plug-in board 331 corresponds to a side wall of the splicing frame 33, the plug-in plate 331 is welded to the splicing frame 33, and a plug-in slot 332 is provided on one side of the other splicing frame 33 for plugging in the plug-in plate 331 on the adjacent splicing frame 33, the plug-in plate 331 and the plug-in slot 332 are interference fit, and the insertion tube 1 is provided with four plug-in plates 14 at the opening, one plug-in plate 14 corresponds to a side wall of the insertion tube 1, the plug-in plate 14 is welded to the insertion tube 1, the plug-in plate 14 can be inserted into the plug-in slot 332, and the plug-in plate 14 and the plug-in slot 332 are interference fit.

[0045] Reference Figure 4 and Figure 6 The rectangular frame 12 is provided with a slot 121 on the side away from the sawtooth for the plug-in board 331 on the splicing frame 33 to be plugged in. The plug-in board 331 and the slot 121 are interference fit, and the plug-in board 14 can also be inserted into the slot 121.

[0046] Reference Figure 4 , one side wall of the insertion tube 1 corresponds to at least one connecting piece 34. In the present embodiment, one side wall of the insertion tube 1 corresponds to two connecting pieces 34. The distribution direction of the two connecting pieces 34 is perpendicular to the axial direction of the insertion tube 1. The connecting piece 34 includes a stud 341 and a handle 342. The stud 341 is arranged from the fixed frame 11 to the side of the rectangular frame 12. The stud 341 is sequentially penetrated through the insertion tube 1, the splicing frame 33 and the rectangular frame 12. The stud 341 is threadedly connected to the insertion tube 1, the splicing frame 33 and the rectangular frame 12 in sequence. The stud 341 can fix the insertion tube 1, the splicing frame 33 and the rectangular frame 12. The handle 342 is located at one end of the stud 341 close to the insertion tube 1 away from the opening, and the handle 342 is welded to the stud 341.

[0047] The implementation principle of Example 2 is as follows: when it is necessary to excavate the foundation pit, the roadbed fence column foundation pit one-time forming machine is connected to the excavator arm in advance. Then, according to the depth of the foundation pit excavation required by the personnel, the appropriate number of splicing frames 33 is selected, and the splicing frame 33 is spliced ​​with the insertion tube 1 and the rectangular frame 12. After that, the insertion tube 1, the splicing frame 33 and the rectangular frame 12 are fixed by the studs 341. With the help of hydraulic impact force, the serrated working head on one side of the rectangular frame 12 cuts the soil downward until the top of the insertion tube 1 is flush with the ground. When the insertion tube 1 is lifted out by the excavator arm, the soil in the insertion tube 1 is brought out together similar to coring, thereby completing the excavation operation of a column foundation pit.

[0048] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A one-step forming machine for roadbed fence column foundation pit, characterized in that: The invention comprises an insertion tube (1) and an adjustment component (3); the insertion tube (1) is hollow, one side of the insertion tube (1) is open, the insertion tube (1) is connected to an excavator at the side away from the opening, the insertion tube (1) is connected to a rectangular frame (12) at the opening, the rectangular frame (12) is coaxially arranged with the insertion tube (1), the inner side wall of the rectangular frame (12) is flush with the inner side wall of the insertion tube (1), the insertion tube (1) is used to be inserted into soil, the adjustment component (3) is connected to the insertion tube (1), and the adjustment component (3) is used to adjust the depth of the insertion tube (1) into the soil.

2. A roadbed fence column foundation pit one-step forming machine according to claim 1, characterized in that: The adjustment assembly (3) comprises at least one adjustment plate (31) and at least one adjustment member (32); the adjustment plate (31) is slidably connected to the outer side wall of the insertion tube (1); the sliding direction of the adjustment plate (31) is consistent with the axial direction of the opening of the insertion tube (1); the adjustment member (32) is connected to the top of the insertion tube (1); the adjustment member (32) moves with the adjustment plate (31) to drive the adjustment plate (31) to move.

3. A roadbed fence column foundation pit one-step forming machine according to claim 2, characterized in that: The side of the adjustment plate (31) close to the insertion tube (1) is in contact with the outer wall of the insertion tube (1), and the side of the adjustment plate (31) away from the insertion tube (1) is fixed with a guide plate (311), the guide plate (311) and the adjustment plate (31) are arranged vertically, and the guide plate (311) can contact the soil at the top of the foundation pit. Four adjustment plates (31) are spliced ​​and fixed to form an adjustment frame, and the adjustment member (32) is connected to the adjustment frame.

4. The one-step forming machine for roadbed fence pillar foundation pit according to claim 1, characterized in that: The adjustment component (3) further comprises at least one splicing frame (33) and a plurality of connecting members (34); the splicing frame (33) is located between the insertion tube (1) and the rectangular frame (12); the splicing frame (33) is coaxially arranged with the insertion tube (1); four plug-in plates (14) are fixed at the opening of the insertion tube (1); one of the plug-in plates (14) corresponds to a side wall of the insertion tube (1); a plug-in slot (332) for inserting the plug-in plate (14) is provided on a side of the splicing frame (33) close to the insertion tube (1); the plug-in plate (14) and the plug-in slot (332) are interference fit; the splicing frame (33) is close to the rectangular frame (12); Four plug-in boards (331) are fixed on one side of the rectangular frame (12), the plug-in boards (331) can cooperate with the plug-in slots (332), one of the plug-in boards (331) corresponds to a side wall of the splicing frame (33), a slot (121) for plugging the plug-in board (331) is provided on a side of the rectangular frame (12) close to the splicing frame (33), a side wall of the insertion tube (1) corresponds to at least one of the connecting pieces (34), the connecting piece (34) is connected to the splicing frame (33), and the connecting piece (34) is used to connect the splicing frame (33), the insertion tube (1) and the rectangular frame (12).

5. A one-step forming machine for roadbed fence pillar foundation pit according to claim 4, characterized in that: The connecting member (34) comprises a stud (341), the setting direction of the stud (341) is consistent with the axial direction of the opening of the insertion tube (1), the stud (341) is sequentially penetrated through the insertion tube (1), the splicing frame (33) and the rectangular frame (12), the stud (341) is sequentially threadedly connected to the insertion tube (1), the splicing frame (33) and the rectangular frame (12), and the stud (341) fixes the insertion tube (1), the splicing frame (33) and the rectangular frame (12).

6. A roadbed fence column foundation pit one-step forming machine according to any one of claims 1 to 5, characterized in that: The invention also comprises a soil discharge assembly (2), wherein the soil discharge assembly (2) comprises a soil discharge plate (21) and a thrust piece (22), wherein the soil discharge plate (21) is located in the insertion tube (1), the side wall of the soil discharge plate (21) is in contact with the side wall of the insertion tube (1), the soil discharge plate (21) is slidably arranged in the insertion tube (1), the sliding direction of the soil discharge plate (21) is consistent with the axial direction of the opening of the insertion tube (1), the soil discharge plate (21) is used to discharge the soil in the insertion tube (1) to the outside of the insertion tube (1), the thrust piece (22) is connected to the insertion tube (1), and the thrust piece (22) is connected to the soil discharge plate (21) to drive the soil discharge plate (21) to move.

7. A roadbed fence column foundation pit one-step forming machine according to claim 6, characterized in that: The rectangular frame (12) is configured in a sawtooth shape on a side away from the insertion tube (1).

8. The one-step forming machine for roadbed fence pillar foundation pit according to claim 3, characterized in that: The adjusting member (32) comprises a support seat (321) and an adjusting cylinder (322); the support seat (321) is fixed to the insertion tube (1); the cylinder body of the adjusting cylinder (322) is fixed to the support seat (321); and the adjusting cylinder (322) is used to drive the adjusting plate (31) to slide on the outer wall of the insertion tube (1).

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