CN220079966U - Road pipeline backfill compaction device - Google Patents

Road pipeline backfill compaction device Download PDF

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Publication number
CN220079966U
CN220079966U CN202320357044.4U CN202320357044U CN220079966U CN 220079966 U CN220079966 U CN 220079966U CN 202320357044 U CN202320357044 U CN 202320357044U CN 220079966 U CN220079966 U CN 220079966U
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CN
China
Prior art keywords
triangular cross
rods
cross beams
compaction device
screw
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Active
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CN202320357044.4U
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Chinese (zh)
Inventor
冼绍波
邢灵敏
黄旺
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Priority to CN202320357044.4U priority Critical patent/CN220079966U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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  • Road Paving Structures (AREA)

Abstract

The utility model relates to the technical field of road construction, in particular to a road pipeline backfilling compaction device which comprises two triangular cross beams, a plurality of gap compaction rods and a tamper bottom plate, wherein the two triangular cross beams are horizontally and symmetrically arranged, the triangular cross beams are in an L-shaped structure, the gap compaction rods are respectively and symmetrically inserted into the lower ends of the two triangular cross beams through adjusting components, the adjusting components comprise two assembling rods and two fixing nuts, the upper ends of the gap compaction rods of a common building structure are provided with the assembling rods, the gap compaction rods and the two triangular cross beams are stably connected through the adjusting components, the distance between the gap compaction rods can be randomly adjusted, and the tamper bottom plate arranged in cooperation with the installing components is used for compacting backfill when the gap compaction rods are inserted into a pipeline gap, so that the construction efficiency and the construction effectiveness are improved, the application range is wide, and the operation is simple and convenient.

Description

Road pipeline backfill compaction device
Technical Field
The utility model relates to the technical field of road construction, in particular to a road pipeline backfilling compaction device.
Background
The road pipeline Gu Mingsai is a pipeline paved in a road and is regularly and uniformly distributed, the backfilling of the comprehensive pipeline of the sidewalk is the last step of the construction of the comprehensive pipeline, whether the backfilling of the comprehensive pipeline is in place or not seriously affects the construction of a subsequent sidewalk structural layer, the quality problem of the sidewalk is mostly related to the compaction degree of the backfilling of the pipeline, the compaction degree is one of the most important indexes for the inspection and acceptance of the sidewalk soil subgrade, the backfilling compaction degree of the comprehensive pipeline is improved, so that not only can a lot of quality problems be reduced, but also the rework rate of the sidewalk can be greatly reduced, and the economic loss is greatly reduced;
in the prior art, when the road pipeline backfilling compaction operation is performed, backfilling layer compaction is performed by a common plate rammer device;
however, because the pipelines are regularly and uniformly distributed, a certain gap exists between two adjacent pipe bodies, the gap positions of the two pipe bodies cannot be fully compacted when the pipeline backfill jolt-ramming operation is carried out, and the efficiency is low, so that negative performance influence is brought to the subsequent pavement structural layer construction, and the pavement structural layer is extremely inconvenient to use.
Disclosure of Invention
The utility model aims to provide a road pipeline backfilling compaction device which is used for solving the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: a road line backfill compaction device, the road line backfill compaction device comprising:
the two triangular cross beams are horizontally and symmetrically arranged, and are arranged in an L-shaped structure;
the gap compacting rods are respectively and horizontally symmetrically inserted into the lower ends of the two triangular cross beams through adjusting components, and the adjusting components comprise two assembling rods and two fixing nuts;
the tamper bottom plate is horizontally provided with an upper end between the two triangular cross beams through the mounting assembly, and the mounting assembly comprises a plurality of mounting screws.
Preferably, the bar-shaped sliding grooves are vertically and penetratingly formed in one side of the triangular cross beam, the two assembling rods are vertically and symmetrically arranged on two sides of the upper end of the gap compacting rod, the two assembling rods are respectively vertically inserted into the bar-shaped sliding grooves of the two triangular cross beams, and the assembling rods are arranged in a regular hexagon structure.
Preferably, the assembly rod penetrates through the upper end of the bar-shaped sliding groove and is sleeved with a base plate, one side of the base plate is provided with an indication block, one side of the triangular cross beam, which is close to the base plate, is provided with a scale mark line, and the indication block points to the scale mark line.
Preferably, the fixed screw groove has been seted up at equipment pole upper end center, and the socket groove has been seted up to the fixation nut lower extreme, and the cross-sectional area of socket groove is greater than the cross-sectional area of equipment pole, and the socket groove setting is pegged graft to equipment pole upper end, and the fixation nut lower extreme contacts with the backing plate upper end, cup joints the inslot center and vertically is equipped with the fixation screw rod, and the fixation screw rod passes through the fixed screw groove setting of screw thread grafting.
Preferably, one side of the fixing nut is horizontally inserted and provided with a limit screw through threads, and one side of the limit screw is inserted and sleeved in the groove and is contacted with one side surface of the assembly rod.
Preferably, the tamper bottom plate bilateral symmetry is equipped with a plurality of installation blocks, and two triangular cross beams are close to installation block one side and installation block all level and run through and have seted up the mounting hole, and a plurality of installation screw rods are respectively horizontal grafting installation block and triangular cross beam and are close to the mounting hole setting of installation block one side, and installation screw rod runs through installation hole installation block one side and is equipped with mounting nut through the screw thread.
Preferably, the lower end of the bottom plate of the rammer is in contact with the upper ends of the fixing nuts.
Compared with the prior art, the utility model has the beneficial effects that:
through setting up the equipment pole with common building structure clearance compaction pole upper end to carry out stable connection with a plurality of clearance compaction poles and two triangle crossbeams through adjusting part, and the distance between a plurality of clearance compaction poles can be adjusted at will, the rammer bottom plate that the cooperation installation component set up, when clearance compaction pole inserts the pipeline clearance, compacts the backfill, improves the validity of efficiency of construction and construction, and application scope is wide, and easy operation is convenient.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of the portion A of FIG. 1 according to the present utility model;
FIG. 3 is a schematic perspective view of the present utility model;
FIG. 4 is a schematic view of a partial structure of the present utility model;
fig. 5 is a schematic view of the structure of the fixing nut of the present utility model.
In the figure: the device comprises a triangular cross beam 1, a gap compacting rod 2, a tamper bottom plate 3, an assembly rod 4, a bar-shaped chute 5, a base plate 6, a fixing screw groove 7, a fixing screw 8, a fixing nut 9, a limit screw 10, a scale mark 11, a mounting block 12 and a mounting screw 13.
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. 1-5, the present utility model provides the following three preferred embodiments.
Example 1
A road line backfill compaction device, the road line backfill compaction device comprising:
the two triangular cross beams 1 are horizontally and symmetrically arranged, and the triangular cross beams 1 are arranged in an L-shaped structure;
the gap compacting rods 2 are respectively and symmetrically spliced at the lower ends of the two triangular cross beams 1 through adjusting components, the adjusting components comprise two assembly rods 4 and two fixing nuts 9, one side of each triangular cross beam 1 is vertically penetrated and provided with a strip-shaped chute 5, the two assembly rods 4 are vertically and symmetrically arranged at two sides of the upper end of each gap compacting rod 2, the two assembly rods 4 are respectively and vertically spliced at the strip-shaped chute 5 of the two triangular cross beams 1, the assembly rods 4 penetrate through the upper ends of the strip-shaped chute 5 and are sleeved with a base plate 6, one side of the base plate 6 is provided with an indicating block, one side of each triangular cross beam 1, close to the base plate 6, is provided with a scale mark 11, the indicating block points to the scale mark 11, the center of the upper end of each assembly rod 4 is provided with a fixing screw groove 7, the lower end of each fixing nut 9 is provided with a sleeve-joint groove, the cross section of each sleeve-joint groove is larger than the cross section of each assembly rod 4, the upper end of each assembly rod 4 is vertically spliced and sleeved with a fixing screw 8, the lower end of each fixing nut 9 is contacted with the upper end of the base plate 6, the center of each fixing screw 8 is vertically sleeved with a thread sleeve-joint groove 7, one side of each fixing screw 9 is horizontally provided with a thread sleeve-joint thread mark 11, and one side of each fixing screw 10 is contacted with one side of the limiting screw 4 through a thread sleeve-joint groove 10;
the rammer bottom plate 3, the rammer bottom plate 3 is equipped with the upper end between two triangle crossbeams 1 through the installation component level, and the installation component includes a plurality of installation screw rods 13, rammer bottom plate 3 bilateral symmetry is equipped with a plurality of installation blocks 12, and installation holes have been seted up to two triangle crossbeams 1 be close to installation block 12 one side and the equal level of installation block 12 run through, and a plurality of installation screw rods 13 are respectively the installation hole setting that installation block 12 and triangle crossbeam 1 are close to installation block 12 one side is pegged graft to the level, and installation screw rod 13 runs through installation hole installation block 12 one side and is equipped with mounting nut through the screw thread.
Example two
On the basis of the first embodiment, the assembling rod 4 is arranged in a regular hexagonal structure, two side surfaces of the assembling rod 4 are attached to two inner side surfaces of the strip-shaped sliding groove 5, a plurality of gap compacting rods 2 are matched, and a cross stable structure is always kept for the placing postures of the two triangular cross beams 1 and the gap compacting rods 2.
Example III
On the basis of the second embodiment, the lower end of the bottom plate 3 of the rammer is in contact with the upper ends of the fixing nuts 9, so that the mounting holes of the mounting blocks 12 are conveniently aligned with the mounting holes of the triangular cross beams 1, and the movement of the gap compacting rods 2 is not affected when the gap between the gap compacting rods 2 is required to be adjusted.
When the movable type horizontal drawing rammer is used, according to the gap size and the pipeline size of a backfilled pipeline on a pavement, the gap compaction rods 2 with proper diameters are rotated, the assembly rods 4 at the upper ends of the gap compaction rods 2 are respectively inserted into the strip-shaped sliding grooves 5 of the two triangular cross beams 1, under the abutting action of the two side surfaces of the assembly rods 4, the gap compaction rods 2 and the triangular cross beams 1 always keep a cross structure state, then the backing plates 6 with regular hexagonal holes are sleeved, the fixing screws 8 are inserted into the fixing screw grooves 7 of the assembly rods 4, the fixing screw caps 9 are screwed tightly, the backing plates 6 are attached, the gap compaction rods 2 are pulled to be fixedly mounted with the triangular cross beams 1, the scale mark 11 is matched during the process to realize the rapid regulation of the distance, after the installation and the adjustment of the gap compaction rods 2 are finished, the rammer bottom plate 3 is horizontally placed at the upper ends of the fixing screw caps 9 at one side, the horizontal drawing rammer bottom plate 3 is in butt joint with the installation holes of the triangular cross beams 1, the installation screws 13 are arranged on the threads, backfilling compaction in the pipeline gap can be carried out, the operation is simple, and the application range is wide.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. A road pipeline backfill compaction device, characterized in that: the road line backfill compaction device comprises:
the two triangular cross beams (1) are horizontally and symmetrically arranged, and the triangular cross beams (1) are arranged in an L-shaped structure;
the gap compacting rods (2) are horizontally and symmetrically inserted into the lower ends of the two triangular cross beams (1) through adjusting components, and the adjusting components comprise two assembling rods (4) and two fixing nuts (9);
the tamper bottom plate (3), the tamper bottom plate (3) is horizontally provided with the upper end between the two triangular cross beams (1) through the installation component, and the installation component comprises a plurality of installation screw rods (13).
2. A road line backfill compaction device according to claim 1, wherein: the triangular cross beam (1) one side is vertically penetrated and provided with a strip-shaped chute (5), two assembling rods (4) are vertically symmetrically arranged on two sides of the upper end of the gap compacting rod (2), the two assembling rods (4) are respectively vertically inserted into the strip-shaped chute (5) of the two triangular cross beams (1), and the assembling rods (4) are in a regular hexagon structure.
3. A road line backfill compaction device according to claim 2, wherein: the assembly rod (4) penetrates through the upper end of the strip-shaped sliding groove (5) and is sleeved with a base plate (6), an indication block is arranged on one side of the base plate (6), a scale mark line (11) is arranged on one side, close to the base plate (6), of the triangular cross beam (1), and the indication block points to the scale mark line (11).
4. A road line backfill compaction device according to claim 3, wherein: the utility model discloses a fixing screw device, including equipment pole (4), fixed screw (8) and fixed screw (8) is vertically equipped with in the fixed screw, fixed screw (9) lower extreme has seted up and has cup jointed the groove, cup joints the cross-sectional area in groove and is greater than the cross-sectional area of equipment pole (4), and equipment pole (4) upper end grafting cup joints the groove setting, fixed screw (9) lower extreme and backing plate (6) upper end contact, cup joints the inslot center and vertically is equipped with fixed screw (8), and fixed screw (8) pass through screw thread grafting fixed screw groove (7) setting.
5. A road line backfill compaction device as claimed in claim 4, wherein: one side of the fixed screw cap (9) is horizontally inserted and connected with a limit screw (10) through threads, and one side of the limit screw (10) is inserted and connected into the sleeve groove and is contacted with one side surface of the assembly rod (4).
6. A road line backfill compaction device as claimed in claim 5, wherein: the rammer is characterized in that a plurality of mounting blocks (12) are symmetrically arranged on two sides of the rammer bottom plate (3), mounting holes are formed in one side, close to the mounting blocks (12), of the two triangular cross beams (1) and horizontally penetrate through the mounting blocks (12), a plurality of mounting screws (13) are respectively connected with the mounting blocks (12) in a horizontally inserted mode and the mounting holes, close to one side of the mounting blocks (12), of the triangular cross beams (1), and mounting nuts are arranged on one side, penetrating through the mounting holes, close to the mounting blocks (12), of the mounting screws (13).
7. A road line backfill compaction device as claimed in claim 6, wherein: the lower end of the tamper bottom plate (3) is in contact with the upper ends of a plurality of fixing nuts (9).
CN202320357044.4U 2023-03-02 2023-03-02 Road pipeline backfill compaction device Active CN220079966U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320357044.4U CN220079966U (en) 2023-03-02 2023-03-02 Road pipeline backfill compaction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320357044.4U CN220079966U (en) 2023-03-02 2023-03-02 Road pipeline backfill compaction device

Publications (1)

Publication Number Publication Date
CN220079966U true CN220079966U (en) 2023-11-24

Family

ID=88813924

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320357044.4U Active CN220079966U (en) 2023-03-02 2023-03-02 Road pipeline backfill compaction device

Country Status (1)

Country Link
CN (1) CN220079966U (en)

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