CN217079030U

CN217079030U - Municipal administration road drainage pipe lays system

Info

Publication number: CN217079030U
Application number: CN202220661431.2U
Authority: CN
Inventors: 明小娇
Original assignee: Huiyang Group Co ltd
Current assignee: Huiyang Group Co ltd
Priority date: 2022-03-22
Filing date: 2022-03-22
Publication date: 2022-07-29
Anticipated expiration: 2032-03-22

Abstract

The application relates to the field of pipeline laying, and particularly discloses a municipal road drainage pipeline laying system which comprises a supporting seat, a supporting roller and a height adjusting assembly for adjusting the height of the supporting roller; the bottom of the supporting seat is provided with a plurality of rollers; the middle part of the outer side wall of the supporting roller is circumferentially provided with an annular guide area, and the annular guide area is sunken from two ends of the supporting roller to the middle part of the supporting roller; the height adjusting assembly is arranged on the supporting seat, two ends of the supporting roll are rotatably arranged on the height adjusting assembly, and the supporting roll is arranged in the horizontal direction. This application has the effect that improves drainage pipe butt joint efficiency.

Description

Municipal administration road drainage pipe lays system

Technical Field

The application relates to the field of pipeline laying, in particular to a municipal road drainage pipeline laying system.

Background

Domestic municipal road drainage pipelines mainly comprise concrete pipes, steel pipes, PE pipes, HDPE pipes and the like.

At present, when municipal administration road carries out drainage pipe and lays, generally dig out the mounting groove subaerial earlier, then put into the mounting groove with the drain pipe, butt joint the drain pipe of a lesson, after the butt joint finishes, directly backfill the mounting groove with soil in.

When butt joint of concrete pipes is carried out, one concrete pipe needs to be placed well, then the other concrete pipe is hung by a crane, and then butt joint of the concrete pipes can be completed only by continuously adjusting the positions of the concrete pipes through cooperation of underground constructors and crane drivers, so that efficiency is low.

SUMMERY OF THE UTILITY MODEL

In order to improve drainage pipe's butt joint efficiency, this application provides a town road drainage pipe lays system.

The application provides a municipal administration road drainage pipe lays system adopts following technical scheme:

a municipal road drainage pipeline laying system comprises a supporting seat, a supporting roller and a height adjusting assembly for adjusting the height of the supporting roller; the bottom of the supporting seat is provided with a plurality of rollers; the middle part of the outer side wall of the supporting roller is circumferentially provided with an annular guide area, and the annular guide area is sunken from two ends of the supporting roller to the middle part of the supporting roller; the height adjusting assembly is arranged on the supporting seat, two ends of the supporting roll are rotatably arranged on the height adjusting assembly, and the supporting roll is arranged in the horizontal direction.

By adopting the technical scheme, when a constructor lays pipelines, firstly, two municipal road drainage pipeline laying systems are placed in a placing groove at intervals along the laying direction, then two ends of the drainage pipeline are placed in corresponding annular guide areas, the drainage pipeline to be laid is pushed to be close to the laid pipeline, according to the height difference between the pipeline to be laid and the laid pipeline, the height of a supporting roller is adjusted by using a height adjusting assembly, the pipeline to be laid and the laid pipeline are coaxial, after the two pipelines are butted and sealed, the butted position of the two drainage pipelines is supported, then the supporting roller is adjusted to be low by using the height adjusting assembly until the supporting roller is separated from the side wall of the drainage pipeline, and one supporting seat close to the butted position is pulled out from the bottom of the drainage pipeline for subsequent laying; in the whole operation process, the annular guide area and the side wall of the drainage pipeline are attached to enable the drainage pipeline to move in the middle of the supporting roller in a centralized mode, so that the pipeline to be laid and the laid pipeline are well aligned in the horizontal direction, the height adjusting assembly is convenient to adjust the inclination between the pipeline to be laid and the laid pipeline in the vertical direction, and the butt joint efficiency of the drainage pipeline is improved.

Optionally, the height adjusting assembly comprises an adjusting plate, a wedge plate and a screw rod; the two adjusting plates are arranged, the adjusting plates are connected to the supporting seat in a sliding mode along the vertical direction, and two ends of the supporting roller are respectively connected to the two adjusting plates in a rotating mode; the two wedge-shaped plates are arranged, and the wedge-shaped plates are connected to the positions, corresponding to the lower parts of the adjusting plates, of the supporting seats in a sliding mode along the horizontal direction; one sides of the adjusting plate and the wedge-shaped plate, which are close to each other, are inclined planes, and the two inclined planes are attached to each other; the screw rod is connected to the two wedge-shaped plates along the horizontal direction in a threaded mode, the head of the screw rod abuts against the outer side of the supporting seat, and the head of the screw rod forms pulling force on the wedge-shaped plates.

By adopting the technical scheme, when a constructor needs to increase the height of the supporting roller, the head of the screw is screwed by using a wrench to enable the wedge-shaped plate to be close to the adjusting plate, the inclined surface on the wedge-shaped plate and the inclined surface on the adjusting plate are mutually abutted, and the height of the adjusting plate is increased to drive the supporting roller to be increased; when a constructor needs to lower the supporting roller, the head of the screw is screwed in the opposite direction by using a wrench to enable the wedge-shaped plate to be far away from the adjusting plate, the height of the adjusting plate is lowered, and the supporting roller is driven to be lowered; in the whole adjusting process, the lifting synchronism of the two adjusting plates is good, so that the axis of the supporting roller is stably kept in a horizontal state.

Optionally, a plurality of spherical protrusions are arranged on one side of the wedge-shaped plate, which is in contact with the adjusting plate.

Through adopting above-mentioned technical scheme, resistance when having reduced wedge and adjusting plate relative motion for the wedge is more smooth and easy when supporting the adjusting plate, has reduced and has twisted the required moment of torsion of screw rod.

Optionally, the height adjusting assembly comprises a support plate and a linear driving member for driving the support plate to move in the vertical direction; the two supporting plates are arranged, the supporting plates are connected to the supporting seat in a sliding mode along the vertical direction, and two ends of the supporting roller are respectively connected to the two supporting plates in a rotating mode; the linear driving piece is provided with two, one side fixed connection of linear driving piece is in the position department that the supporting seat corresponds the backup pad below, linear driving piece's power take off end fixed connection is in the bottom of backup pad.

By adopting the technical scheme, when a constructor heightens the supporting roller, the linear driving piece is started to push the supporting plate, and the supporting roller can stably rise under the guiding action of the supporting plate; when the supporting roller needs to be lowered, the pushing amount of the linear driving piece to the supporting plate is reduced, the supporting roller descends, and the lifting of the supporting roller is stable.

Optionally, a correcting rod is arranged between two adjacent municipal road drainage pipeline laying systems, and two ends of the correcting rod are respectively lapped on the two municipal road drainage pipeline laying systems.

Through adopting above-mentioned technical scheme for adjusting well of supporting seat is more high-efficient, further improvement drainage pipe's butt joint efficiency.

Optionally, the supporting seat is in threaded connection with a locking piece at a position corresponding to the roller, and one side of the locking piece close to the roller is detachably abutted on the roller.

Through adopting above-mentioned technical scheme, lock the back to the gyro wheel, the supporting seat is difficult for removing.

Optionally, the supporting rollers are arranged in parallel, and the heights of the supporting rollers are the same.

Through adopting above-mentioned technical scheme, a plurality of backing rolls are more stable to drainage pipe's support, and a plurality of annular guide areas on the backing roll simultaneously lead drainage pipe, further improvement the direction effect.

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

1. by arranging the supporting seat, the supporting roller and the height adjusting assembly, the drainage pipelines are placed on the supporting roller and move conveniently, and the height of the butt joint openings of the two drainage pipelines can be adjusted conveniently by the height adjusting assembly, so that the butt joint efficiency of the drainage pipelines is improved;

2. by arranging the adjusting plate, the wedge-shaped plate and the screw, two ends of the supporting roller can synchronously ascend and descend, so that the axis of the supporting roller is stably kept in a horizontal state;

3. the correcting rod is arranged between the two drainage pipeline laying systems, so that the two adjacent drainage pipeline laying systems can be aligned conveniently.

Drawings

FIG. 1 is a schematic view of the overall structure of embodiment 1 of the present application;

FIG. 2 is a schematic view of an embodiment of the present application in use with a drain pipe;

FIG. 3 is a schematic cross-sectional view taken along line A-A of FIG. 1;

FIG. 4 is a schematic structural view of a height adjustment assembly in an embodiment of the present application;

FIG. 5 is a schematic view of the overall structure of embodiment 2 of the present application;

fig. 6 is a schematic sectional view taken along line B-B in fig. 5.

Reference numerals: 1. a supporting seat; 11. a base plate; 111. a roller; 12. a side plate; 121. a positioning hook; 122. a correction lever; 123. locking the boss; 124. a locking member; 125. a strip hole; 126. a vertical chute; 127. a horizontal chute; 2. a support roller; 21. an annular guide area; 3. a height adjustment assembly; 31. an adjustment plate; 32. a wedge plate; 321. a spherical bulge; 33. a screw; 34. a support plate; 35. a linear drive; 351. a hydraulic cylinder; 4. a manual hydraulic pump; 41. and a tee joint.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses town road drainage pipe lays system.

Example 1:

referring to fig. 1, the municipal road drainage pipeline laying system comprises a supporting seat 1, a supporting roller 2 and a height adjusting assembly 3 for adjusting the height of the supporting roller 2; two supporting rollers 2 are arranged in parallel at intervals, and the two supporting rollers 2 can move up and down on the supporting seat 1; height adjusting component 3 installs on supporting seat 1, and the both ends of two backing rolls 2 are all rotated and are connected on height adjusting component 3.

Referring to fig. 1, the supporting seat 1 is integrally U-shaped and includes a bottom plate 11 and two side plates 12; the two side plates 12 are fixedly connected to two opposite sides of the bottom plate 11 along the vertical direction.

Combine fig. 1 and fig. 2, one side that one of them curb plate 12 kept away from backing roll 2 is along two location hooks 121 of horizontal direction interval fixedly connected with, set up correcting lever 122 between two location hooks 121, when constructor lays two adjacent supporting seats 1, put into two location hooks 121 of preceding supporting seat 1 with the one end of correcting lever 122, then put into two location hooks 121 of a supporting seat 1 at the back with the other end of correcting lever 122 in, through the corrective action of correcting lever 122, adjust two supporting seats 1 and align, make things convenient for the butt joint of later stage drainage pipe.

With reference to fig. 1 and 2, four corners of the bottom plate 11 are respectively rotatably connected with rollers 111, and the rotation axis of the rollers 111 is along the horizontal direction and is perpendicular to the axis of the supporting roller 2; a locking boss 123 is fixedly connected to the two opposite sides of one side plate 12 at a position corresponding to the upper part of the roller 111, a locking member 124 is connected to the locking boss 123 in a threaded manner, and one end of the locking member 124, which is close to the roller 111, can be abutted against the roller 111; when constructor carries out the butt joint of drainage pipe, lay two supporting seats 1 earlier in order to support drainage pipe's both ends in the mounting groove, then use retaining member 124 to pin gyro wheel 111, put drainage pipe on backing roll 2 again, promote drainage pipe and be close to a drainage pipe forward, accomplish drainage pipe's butt joint and sealed back, support drainage pipe's kneck, reuse height adjusting assembly 3 to transfer backing roll 2 low, unscrew retaining member 124, take supporting seat 1 out and carry out subsequent laying.

Referring to fig. 1, a strip hole 125 is formed in a position of the side plate 12 corresponding to an end of the support roller 2, and a length direction of the strip hole 125 is along a vertical direction; the end of the support roller 2 penetrates the elongated hole 125 and can slide up and down along the elongated hole 125; the middle position of backing roll 2 encircles the outer wall and has seted up annular guide area 21, and annular guide area 21 is sunken to the middle part by the both ends of backing roll 2, and when drainage pipe put on backing roll 2, the laminating of annular guide area 21 and drainage pipe's lateral wall can reduce the incline of drainage pipe motion in-process, is favorable to the butt joint between the drainage pipe.

Referring to fig. 3 and 4, the height adjusting assembly 3 includes an adjusting plate 31, a wedge plate 32, and a screw 33; the top parts of the two side plates 12 are both provided with vertical sliding grooves 126, the two adjusting plates 31 are respectively positioned in the two sliding grooves and are connected in the side plates 12 in a sliding manner along the vertical direction, and the two ends of the supporting roller 2 are respectively connected on the two adjusting plates 31 in a rotating manner; a horizontal sliding groove 127 is formed in the side plate 12, and the horizontal sliding groove 127 is positioned below the vertical sliding groove 126 and communicated with the vertical sliding groove 126; the two wedge-shaped plates 32 are respectively positioned in the two horizontal sliding grooves 127, are connected in the side plates 12 in a sliding manner, and have the sliding direction parallel to the axis of the supporting roller 2; the bottom of the adjusting plate 31 and the top of the wedge-shaped plate 32 are both inclined planes, and the bottom of the adjusting plate 31 is attached to the top of the wedge-shaped plate 32; the screw 33 penetrates through the two wedge plates 32 in sequence along the horizontal direction and is connected to the wedge plates 32 in a threaded mode, and the head of the screw 33 abuts against one side plate 12 to form pulling force on the wedge plates 32.

Referring to fig. 4, a plurality of spherical protrusions 321 are rotatably or fixedly connected to the bottom of adjusting plate 31, and the top of wedge plate 32 contacts spherical protrusions 321, so that resistance to relative movement between adjusting plate 31 and wedge plate 32 is reduced; likewise, a plurality of spherical protrusions 321 may also be provided on top of wedge plate 32.

The implementation principle of the embodiment 1 of the application is as follows: when a constructor lays a pipeline, firstly laying two drainage pipeline laying systems in a laying groove, then placing two ends of a drainage pipeline on corresponding supporting rollers 2, pushing the drainage pipeline to be laid to be close to the laid pipeline, screwing the head of a screw 33 by using a wrench according to the height difference between the pipeline to be laid and the laid pipeline to adjust the height of the supporting rollers 2 so that the pipeline to be laid and the laid pipeline are coaxial, abutting and sealing the two pipelines, supporting the abutting joint of the two drainage pipelines, then screwing the head of the screw 33 by using the wrench to enable the supporting rollers 2 to descend until the supporting rollers are separated from the side walls of the drainage pipeline, and extracting one supporting seat 1 close to the abutting joint from the bottom of the drainage pipeline for subsequent laying; the whole operation process is convenient for the butt joint between the drainage pipelines, and the butt joint efficiency of the drainage pipelines is improved.

Example 2:

with reference to fig. 5 and 6, the present embodiment is different from embodiment 1 in that the height adjusting assembly 3 includes a support plate 34 and a linear driving member 35; the number of the support plates 34 is two, and the two support plates 34 are respectively positioned in the two vertical sliding grooves 126 and are connected to the side plate 12 in a sliding manner along the vertical direction; the two linear driving members 35 are also provided, and are respectively located below the two supporting plates 34, one side of each linear driving member is fixedly connected to the bottom of the supporting plate 34, and the other side of each linear driving member is fixedly connected to the position, corresponding to the vertical sliding groove 126, of the bottom plate 11.

Linear drive 35 can be pneumatic cylinder 351, cylinder or motor, and considering drainage pipe heavier, pneumatic cylinder 351 bearing capacity is stronger, and this application embodiment adopts pneumatic cylinder 351, and the shell fixed connection of hydraulic pump is on bottom plate 11, and the tip fixed connection of telescopic link is on backup pad 34.

An oil inlet of the hydraulic cylinder 351 is communicated with a manual hydraulic pump 4, an oil outlet of the manual hydraulic pump 4 is communicated with a tee joint 41, the oil outlet of the manual hydraulic pump 4 is communicated with one connecting port of the tee joint 41, and the other two connecting ports of the tee joint 41 are respectively communicated with oil inlets of the two hydraulic cylinders 351.

The implementation principle of embodiment 2 of the present application is as follows: when the constructor needs to increase the height of the supporting rollers 2, the telescopic rods of the two hydraulic cylinders 351 are driven to synchronously ascend by using the manual hydraulic pump 4, the supporting plate 34 is pushed to move upwards, and the two supporting rollers 2 are lifted; when the height of the supporting rollers 2 needs to be reduced, the telescopic rods of the two hydraulic cylinders 351 are adjusted to descend by using the manual hydraulic pump 4, and the two supporting rollers 2 descend.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a municipal administration road drainage pipe lays system which characterized in that: comprises a supporting seat (1), a supporting roller (2) and a height adjusting component (3) for adjusting the height of the supporting roller (2);

the bottom of the supporting seat (1) is provided with a plurality of rollers (111);

the middle part of the outer side wall of the supporting roller (2) is circumferentially provided with an annular guide area (21), and the annular guide area (21) is sunken from two ends of the supporting roller (2) to the middle part of the supporting roller (2);

the height adjusting component (3) is arranged on the supporting seat (1), the two ends of the supporting roller (2) are rotatably arranged on the height adjusting component (3), and the supporting roller (2) is arranged along the horizontal direction.

2. The municipal road drainage pipe laying system of claim 1, wherein: the height adjusting assembly (3) comprises an adjusting plate (31), a wedge-shaped plate (32) and a screw (33);

the number of the adjusting plates (31) is two, the adjusting plates (31) are connected to the supporting seat (1) in a sliding mode along the vertical direction, and two ends of the supporting roll (2) are respectively connected to the two adjusting plates (31) in a rotating mode;

the number of the wedge-shaped plates (32) is two, and the wedge-shaped plates (32) are connected to the positions, corresponding to the lower portions of the adjusting plates (31), of the supporting seat (1) in a sliding mode along the horizontal direction;

one sides of the adjusting plate (31) and the wedge-shaped plate (32), which are close to each other, are inclined planes, and the two inclined planes are attached to each other;

the screw rod (33) is in threaded connection with the two wedge-shaped plates (32) along the horizontal direction, the head of the screw rod (33) abuts against the outer side of the supporting seat (1), and the head of the screw rod (33) forms pulling force on the wedge-shaped plates (32).

3. The municipal road drainage pipe laying system of claim 2, wherein: and a plurality of spherical protrusions (321) are arranged on one side of the wedge-shaped plate (32) contacted with the adjusting plate (31).

4. The municipal road drainage pipe laying system of claim 1, wherein: the height adjusting assembly (3) comprises a support plate (34) and a linear driving piece (35) for driving the support plate (34) to move along the vertical direction;

two support plates (34) are arranged, the support plates (34) are connected to the support base (1) in a sliding mode along the vertical direction, and two ends of the support roller (2) are respectively connected to the two support plates (34) in a rotating mode;

the linear driving piece (35) is provided with two, one side fixed connection of linear driving piece (35) is in the position department that supporting seat (1) corresponds backup pad (34) below, the power take off end fixed connection of linear driving piece (35) is in the bottom of backup pad (34).

5. The municipal road drainage pipe laying system of claim 1, wherein: the municipal road drainage pipe laying system further includes a corrector rod (122) overlapping two adjacent municipal road drainage pipe laying systems to assist in aligning the two.

6. The municipal road drainage pipe laying system of claim 1, wherein: the position department threaded connection that supporting seat (1) corresponds gyro wheel (111) has retaining member (124), one side that retaining member (124) are close to gyro wheel (111) can be separated support tightly on gyro wheel (111).

7. The municipal road drainage pipe laying system of claim 1, wherein: the supporting rollers (2) are arranged in parallel, and the heights of the supporting rollers (2) are the same.