CN203668997U - Pipeline backfill tamping machine - Google Patents
Pipeline backfill tamping machine Download PDFInfo
- Publication number
- CN203668997U CN203668997U CN201420004658.5U CN201420004658U CN203668997U CN 203668997 U CN203668997 U CN 203668997U CN 201420004658 U CN201420004658 U CN 201420004658U CN 203668997 U CN203668997 U CN 203668997U
- Authority
- CN
- China
- Prior art keywords
- tamping machine
- steel column
- machine
- connecting portion
- pipeline
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 230000006978 adaptation Effects 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 210000000115 thoracic cavity Anatomy 0.000 description 5
- 238000005056 compaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012857 repacking Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The utility model discloses a pipeline backfill tamping machine. The pipeline backfill tamping machine comprises an excavator bucket machine and a tamping machine head, the excavator bucket machine is the rest part after an excavator bucket is disassembled, and the tamping machine head is connected on an excavator big arm through a connection part; the tamping machine head comprises the connection part, a helical reinforcement buffer, a steel column and a round disc, the bottom part of the connection part is a box type structure, connection wing plates are disposed at two sides of the upper part of the connection part and are provided with hinged holes, the size and position of the hinged holes are matched with those of holes at the end part of the excavator big arm, and the connection part is hinged with the excavator big arm by hinged shafts through the hinged holes; the bottom part of the connection part is connected with the helical reinforcement buffer through a rectangular steel plate case, and the top part of the steel column is connected with the helical reinforcement buffer while the bottom part of the steel column is connected with the round disc. The pipeline backfill tamping machine provided by the utility model can help to solve the problem that the pipeline is small in chest and difficult to compress, has the advantages of large impact force and excellent tamping effect, the efficiency is raised, and the time for construction is shortened.
Description
Technical field
The utility model relates to one and fills out tamping machine, relates in particular to a kind of tamping machine of filling out of carrying out the compacting of pipeline thoracic cavity place, belongs to mechanical execution technical field.
Background technology
The conventional tamping machine of filling out is frog hammer at present, consuming time longer in work progress, with manually more, production efficiency is low, especially be difficult to compacting for storm sewer and other position, pipeline thoracic cavity, compacting quality is affected greatly by workman's operating technology, so far, also there is no the more effective tamping machine of filling out for the backfill of pipeline thoracic cavity.
Summary of the invention
Technical problem to be solved in the utility model is the defect existing for prior art,, provide a kind of efficiency high, tamp the special backfill tamping machine of effective pipeline.
For solving this technical problem, the utility model provides a kind of pipeline backfill tamping machine, comprises bucket machine and compacting head, and described bucket machine is the remainder of removing bucket, and compacting head is connected on the large arm of digging machine by connecting portion.
Described compacting head comprises connecting portion, spiral reinforcement snubber, steel column and disk, described connecting portion bottom is box-structure, both sides, top are provided with connection wing plate, described connection wing plate is provided with hinge hole, the hole adaptation of the large arm of the size of this hinge hole and position and digging machine end, the large arm of described connecting portion and digging machine uses jointed shaft hinged by this hinge hole; The bottom of connecting portion connects spiral reinforcement snubber by rectangular steel plates case, and the top of steel column is connected with spiral reinforcement snubber, and the bottom of steel column is connected with disk.
Between the bottom of described connecting portion and rectangular steel plates case, be welded to connect steel plate, between described steel column and disk, be welded to connect reinforcing bar.
The diameter of described steel column is 20-25 cm, and the diameter of disk is 25-40cm.
Beneficial effect: the utility model utilizes common backhoe digging machine repacking, after digging machine bucket is removed to bucket, head is tamped in one of rear installation, can tamp the material in narrow space, the utlity model has impact force larger, tamp respond well, can reach degree of compaction testing requirement, solve the large difficult problem of the narrow and small compacting difficulty in pipeline thoracic cavity, per tour can have been tamped about storm sewer backfill 200 linear meter(lin.m.)s.Manually ram and need 5 days with four groups.Not only save manually, and improved efficiency, save the duration.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure: the large arm of 1 digging machine, 2 connecting portions, 21 box-structures, 22 connect wing plate, 23 jointed shafts, 3 spiral reinforcement snubbers, 4 steel columns, 5 disks, 6 rectangular steel plates casees, 7 junction steel plates, 8 connecting reinforcements.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is specifically described.
Figure 1 shows that structural representation of the present utility model.
The utility model comprises bucket machine and compacting head, and described bucket machine is the remainder of removing bucket, and compacting head is connected on the large arm 1 of digging machine by connecting portion 2.
Described compacting head comprises connecting portion 2, spiral reinforcement snubber 3, steel column 4 and disk 5.
Described connecting portion 2 bottoms are box-structure 21, and both sides, top are provided with and connect wing plate 22, and described connection wing plate 22 is provided with hinge hole, the hole adaptation of the large arm of the size of this hinge hole and position and digging machine 1 end.
Described connecting portion 2 uses jointed shaft 23 hinged with the large arm 1 of digging machine by this hinge hole.
The bottom of described connecting portion 2 connects spiral reinforcement snubber 3 by rectangular steel plates case 6.
The top of described steel column 4 is connected with spiral reinforcement snubber 3, and the bottom of steel column 4 is connected with disk 5.
Between the bottom of described connecting portion 2 and rectangular steel plates case 6, be welded to connect steel plate 7.
Between described steel column 4 and disk 5, be welded to connect reinforcing bar 8.
The diameter of described steel column 4 is 20 centimetres.
The diameter of described disk 5 is 25-40cm.
The utility model utilizes common backhoe digging machine repacking, after digging machine bucket is removed to bucket, head is tamped in one of rear installation, can tamp the material in narrow space, the utlity model has impact force larger, tamp respond well, can reach degree of compaction testing requirement, solve the large difficult problem of the narrow and small compacting difficulty in pipeline thoracic cavity, per tour can have been tamped about storm sewer backfill 200 linear meter(lin.m.)s.Manually ram and need 5 days with four groups.Not only save manually, and improved efficiency, save the duration.
The above-mentioned embodiment of the utility model, just illustrates, and is not only, all within the scope of the utility model or the change being equal in scope of the present utility model all surrounded by the utility model.
Claims (3)
1. a pipeline backfill tamping machine, is characterized in that: comprise bucket machine and compacting head, described bucket machine is the remainder of removing bucket, and compacting head is connected on the large arm of digging machine (1) by connecting portion (2); Described compacting head comprises connecting portion (2), spiral reinforcement snubber (3), steel column (4) and disk (5), described connecting portion (2) bottom is box-structure (21), both sides, top are provided with and connect wing plate (22), described connection wing plate (22) is provided with hinge hole, the hole adaptation of the large arm of the size of this hinge hole and position and digging machine (1) end, described connecting portion (2) uses jointed shaft (23) hinged with the large arm of digging machine (1) by this hinge hole; The bottom of connecting portion (2) connects spiral reinforcement snubber (3) by rectangular steel plates case (6), and the top of steel column (4) is connected with spiral reinforcement snubber (3), and the bottom of steel column (4) is connected with disk (5).
2. pipeline backfill tamping machine according to claim 1, is characterized in that: between the bottom of described connecting portion (2) and rectangular steel plates case (6), be welded to connect steel plate (7), between described steel column (4) and disk (5), be welded to connect reinforcing bar (8).
3. pipeline backfill tamping machine according to claim 1 and 2, is characterized in that: the diameter of described steel column (4) is 20 centimetres, and the diameter of disk (5) is 25-40cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420004658.5U CN203668997U (en) | 2014-01-06 | 2014-01-06 | Pipeline backfill tamping machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420004658.5U CN203668997U (en) | 2014-01-06 | 2014-01-06 | Pipeline backfill tamping machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203668997U true CN203668997U (en) | 2014-06-25 |
Family
ID=50965313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420004658.5U Expired - Fee Related CN203668997U (en) | 2014-01-06 | 2014-01-06 | Pipeline backfill tamping machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203668997U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107246018A (en) * | 2017-06-20 | 2017-10-13 | 中国建筑第六工程局有限公司 | A kind of small space is backfilling and compacted device |
| CN108442388A (en) * | 2018-04-28 | 2018-08-24 | 中电建水环境治理技术有限公司 | Backfilling of pipe canal rolls head and backfilling of pipe canal rolling apparatus |
-
2014
- 2014-01-06 CN CN201420004658.5U patent/CN203668997U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107246018A (en) * | 2017-06-20 | 2017-10-13 | 中国建筑第六工程局有限公司 | A kind of small space is backfilling and compacted device |
| CN108442388A (en) * | 2018-04-28 | 2018-08-24 | 中电建水环境治理技术有限公司 | Backfilling of pipe canal rolls head and backfilling of pipe canal rolling apparatus |
| CN108442388B (en) * | 2018-04-28 | 2024-01-16 | 中电建生态环境集团有限公司 | Pipe ditch backfill rolling head and pipe ditch backfill rolling equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 |