CN201459734U - Dry bored pile tamper - Google Patents
Dry bored pile tamper Download PDFInfo
- Publication number
- CN201459734U CN201459734U CN200920034550XU CN200920034550U CN201459734U CN 201459734 U CN201459734 U CN 201459734U CN 200920034550X U CN200920034550X U CN 200920034550XU CN 200920034550 U CN200920034550 U CN 200920034550U CN 201459734 U CN201459734 U CN 201459734U
- Authority
- CN
- China
- Prior art keywords
- container
- pipeline
- tamper
- vibrator
- concrete
- 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
- 239000002965 rope Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000001105 regulatory Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
Abstract
The utility model discloses a dry bored pile tamper, which comprises a vertically arranged pipeline, a container horizontally arranged on the outer side of the pipeline and a vibrator arranged in the container, wherein the container is connected with the pipeline by a flexible connecting part; and the vibrator is connected with a power supply by a wire. The dry bored pile tamper has the advantages of reasonable design, simple structure, good working performance and safe in-situ operation and allows construction workers to complete in-hole concrete tampering without entering a pile hole.
Description
Technical field
The utility model relates to a kind of concreting outfit, is specifically related to a kind of dryness drilled pile tamper.
Background technology
Make in the bridges and culverts construction in viscosity loess area, do not employ large-scale engineering machinery, adopt borehole, the job practices of concrete perfusion, not only speed of application is fast, and cost is low, but when placing of concrete,, then directly influenced concrete pouring quality because hole depth can't be implemented tamping operation.
The utility model content
The purpose of this utility model is the deficiency that exists at prior art, a kind of reasonable in design, simple in structure, high efficiency is provided, can guarantees the dryness drilled pile tamper of concrete casting quality.
The technical solution of the utility model is: a kind of dryness drilled pile tamper, it is characterized in that: it comprises a vertical pipeline that is provided with, is horizontally set on a container in the pipeline outside and is arranged on the interior vibrator of container, described container is connected on the pipeline by flexible connecting member, and described vibrator is connected with power supply by lead.
The tumbling barrel of described pipeline for connecting to form by the more piece cylindrical shell.
Described container is one to be the closed ring body at center with the pipeline.
Described flexible connecting member is a wire rope.
The utility model compared with prior art has the following advantages:
The utility model is reasonable in design, and is simple in structure, and service behaviour is good, execute-in-place safety; In the construction, the staff does not need down can to finish the tamping operation of hole inner concrete in a hole, make pile foundation quality reach requirement.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is a working state schematic representation of the present utility model.
The specific embodiment
The utility model will be further described below in conjunction with accompanying drawing.
As shown in Figure 1, the utility model comprises that one vertically is provided for the pipeline 1 of delivering concrete, has been horizontally disposed with a container 2 in the outside of pipeline 1, is provided with three vibrators 3 that are used for vibrated concrete in the container 2; Described container 2 is flexible coupling by wire rope 4 and pipeline 1, and vibrator 3 is by wire connecting power 5.
Be the convenient length of installing and in time regulating pipeline 1, described pipeline 1 adopts the tumbling barrel that is connected to form by the more piece cylindrical shell.
The container 2 that is used to place vibrator 3 adopts one to be the closed ring body at center with pipeline 1.Vibrator 3 is installed in the body of sealing, concrete had also increased vibrator 3 and concrete contact area simultaneously to the pollution of vibrator 3 in both having avoided constructing.
As shown in Figure 2, during the utility model work, the tumbling barrel 1 that is used for delivering concrete vertically is placed on the reinforcing cage 7 in the hole 6, three vibrators 3 that are connected with power supply 5 are placed in the annular tube shaped container 2 of sealing. and the internal diameter of container 2 is greater than the external diameter of tumbling barrel 1, the volume size of container 2 is according to determining floating three vibrators 3 on the surface of cast-in-situ concrete. container 2 is suspended on the tumbling barrel 1 by three wire rope 4. when by tumbling barrel 1 in stake hole 6 during penetration concrete, the container 2 that vibrator 3 is housed is under the concrete buoyancy, all the time float on the concrete surface. after connecting power supply, vibrator 3 drives container 2 and vibrates together, the concrete that is positioned at its below is carried out vibration tamping. pour into along with concrete, this tamper upwards promotes gradually, 2 pairs in vibrator 3 and container pour into the concrete enforcement vibration tamping from bottom to top in the hole 6, thereby have guaranteed the quality of pile foundation.
Claims (4)
1. dryness drilled pile tamper, it is characterized in that: it comprises a vertical pipeline (1) that is provided with, is horizontally set on a container (2) in pipeline (1) outside and is arranged on the interior vibrator (3) of container (2), described container (2) is connected on the pipeline (1) by flexible connecting member (4), and described vibrator (3) is connected with power supply (5) by lead.
2. a kind of dryness drilled pile tamper according to claim 1 is characterized in that: the tumbling barrel of described pipeline (1) for being connected to form by the more piece cylindrical shell.
3. a kind of dryness drilled pile tamper according to claim 1 is characterized in that: described container (2) is one to be the closed ring body at center with pipeline (1).
4. a kind of dryness drilled pile tamper according to claim 1 is characterized in that: described flexible connecting member (4) is a wire rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920034550XU CN201459734U (en) | 2009-09-15 | 2009-09-15 | Dry bored pile tamper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920034550XU CN201459734U (en) | 2009-09-15 | 2009-09-15 | Dry bored pile tamper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201459734U true CN201459734U (en) | 2010-05-12 |
Family
ID=42387087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920034550XU Expired - Fee Related CN201459734U (en) | 2009-09-15 | 2009-09-15 | Dry bored pile tamper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201459734U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011491A (en) * | 2010-11-26 | 2011-04-13 | 湖南长大建设集团股份有限公司 | Tumbling barrel device with vibrating spear |
| CN102127970A (en) * | 2011-02-14 | 2011-07-20 | 宿迁华夏建设(集团)工程有限公司 | Concrete pouring hopper below lower pre-embedded plate of vibration isolation support |
| CN104164976A (en) * | 2014-07-18 | 2014-11-26 | 成都绿迪科技有限公司 | Concrete vibrator |
-
2009
- 2009-09-15 CN CN200920034550XU patent/CN201459734U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011491A (en) * | 2010-11-26 | 2011-04-13 | 湖南长大建设集团股份有限公司 | Tumbling barrel device with vibrating spear |
| CN102011491B (en) * | 2010-11-26 | 2011-12-14 | 湖南长大建设集团股份有限公司 | Tumbling barrel device with vibrating spear |
| CN102127970A (en) * | 2011-02-14 | 2011-07-20 | 宿迁华夏建设(集团)工程有限公司 | Concrete pouring hopper below lower pre-embedded plate of vibration isolation support |
| CN104164976A (en) * | 2014-07-18 | 2014-11-26 | 成都绿迪科技有限公司 | Concrete vibrator |
| CN104164976B (en) * | 2014-07-18 | 2016-04-13 | 黄淮学院 | Concrete vibrator |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106930277A (en) | A kind of construction of manual-excavation cast-in-place pile method | |
| CN201459734U (en) | Dry bored pile tamper | |
| CN108360508A (en) | The construction method of cast-in-place concrete core cement soil stirring pile | |
| CN103614998A (en) | Lining wall concrete placement top-down method based on underground diaphragm wall | |
| CN102808407A (en) | Construction method of soft-foundation reinforced concrete cast-in-place pile | |
| CN205135406U (en) | Can dash rig of filling thick liquid | |
| CN104153403B (en) | The construction method of contrary sequence method bored concrete pile static load test pile | |
| CN103233693A (en) | Drilling pile foundation secondary hole cleaning device and method | |
| CN201746830U (en) | Long screw bored concrete pile post-inserted cage tool | |
| CN204780928U (en) | Major diameter bored concrete pile concrete first set groundwater increment controlling means | |
| CN101545259B (en) | Device and method for non-underwater concreting by using drilled pile | |
| CN104278680A (en) | Envelope structure combining five (six) shaft mixing piles with press grouting piles and construction method | |
| CN205954609U (en) | High frequency compaction grooving bridge type ground is wall construction professional equipment even | |
| CN107542093A (en) | A kind of Punching Borehole Cast-in-place Concrete Pile bottom cleaning method | |
| CN107237322B (en) | A kind of method that long auger rear inserting cage bored concrete pile is efficiently inserted into vibrating tube | |
| CN202323934U (en) | Hole forming device for cast-in-situ triangular composite foundation pile | |
| CN104711988A (en) | Device and method for eliminating concrete falling rejection and pile end suspension of sinking pipe cast-in-place pile | |
| CN205857237U (en) | A kind of rock anchor base structure being applicable to mountain region photovoltaic module | |
| CN109944236A (en) | Root pile actively follows track delamination pour slurry system and construction method | |
| RU2097489C1 (en) | Process of placing concrete into cast-in-place piles and installation for its implementation | |
| CN204530683U (en) | A kind of pile making device ramming expansion CFG stake for spiral pore-forming | |
| CN209468765U (en) | Slurry casting machine device is intubated after a kind of cast-in-place concrete pile | |
| CN106013096A (en) | Construction method of building foundation | |
| CN105735248A (en) | Construction method for guaranteeing that pile end of prefabricated pile enters bearing layer and improving bearing force | |
| CN208251078U (en) | A kind of bottom-expanding sinking-pipe pilework |
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: 20100512 Termination date: 20180915 |