CN207211151U - A kind of novel high-frequency vibration hammer fetches earth chamber structure - Google Patents
A kind of novel high-frequency vibration hammer fetches earth chamber structure Download PDFInfo
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- CN207211151U CN207211151U CN201720903859.2U CN201720903859U CN207211151U CN 207211151 U CN207211151 U CN 207211151U CN 201720903859 U CN201720903859 U CN 201720903859U CN 207211151 U CN207211151 U CN 207211151U
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Abstract
The utility model provides a kind of novel high-frequency vibration hammer and fetched earth chamber structure, by the structure for improving high-frequency vibratory hammer, the pipe that will fetch earth is designed as monolithic construction with digging cage, digging cage is provided with several movable doors, it is movable, the switch of door is controlled by steel wire rope, is on the one hand avoided using latch limitation door;On the other hand, soil is drawn off from digging cage door, avoids being retained on digging cage, unloads soil thoroughly, is reduced manually, is improved percent of automatization, raising efficiency of construction, is reduced cost.
Description
Technical field
The construction field in Construction of Civil Engineering field, more particularly to pouring pile hole is the utility model is related to, specifically
A kind of novel high-frequency vibration hammer fetches earth chamber structure.
Background technology
At present, during pouring pile hole, unloading soil is the key in work progress, conventional unloading earthwork formula
Have:1st, mud off punching (brill) hole, realized using mud circulation outside native slag tap, but a large amount of mud need to be prepared, mud be present
Pollution;2nd, long auger, though not having to mud off pore-forming, soil rises when being discharged to ground in helical blade, and part soil is viscous
Between helical blade, blade must propose special cleaning outside hole, and work efficiency is low, and conventional expanded diameter is small, can not realize big straight
Footpath pile foundation;3rd, full circle swinging drilling, pipe rubbing machine pore-forming, are not required to mud, can do operation, but corollary equipment is more large-scale, and invest greatly,
Involve great expense;4th, high-frequency hydraulic hammer stake machine inner tube fetches earth, and disposably the amount of fetching earth is big, mud-less pollution, but the pipe that fetches earth unloads
Door is tightly pressed against on latch before soil, and latch is difficult to transfer to, even if transfering to, is also easy to the soil burial drawn off, is caused a machine
Stand-by period is grown, and substantially reduces and unloads native efficiency;5th, the vibration pile hammer of separate type unloads indigenous method, and the pipe that fetches earth is point with digging cage
From soil is drawn off from the space fetched earth between pipe and digging cage, but because door is to close, is also retained in and is fetched earth in the presence of part soil
, it is necessary to which excavated by manual work removes on storehouse, it is still desirable to part manual operation.
The content of the invention
The purpose of this utility model is to overcome drawbacks described above, there is provided a kind of novel high-frequency vibration hammer fetches earth chamber structure, passes through
The structure of high-frequency vibratory hammer is improved, the pipe that will fetch earth is designed as monolithic construction with digging cage, and digging cage is provided with several activities
Door, it is movable, the switch of door is controlled by steel wire rope, is on the one hand avoided using latch limitation door;On the other hand, it is native
Drawn off from digging cage door, avoid being retained on digging cage, unload it is native thoroughly, and can semiautomation operation, ultrahigh in efficiency.
The utility model solves the following technical scheme that above-mentioned technical problem uses:
A kind of novel high-frequency vibration hammer fetches earth chamber structure, it is characterised in that:In the top of high-frequency vibratory hammer (1), installation is set
There is hoist engine (3), set in the lower section of high-frequency vibratory hammer (1) and clamper (2) is installed, the pipe that fetches earth is clamped by clamper (2)
(5), hoist engine (3) hangs with steel wire rope (4), and at the lower section internal wall of pipe orifice of the pipe that fetches earth (5), articulated manner is provided with 4 piece one
The hinged place of internal wall of pipe orifice is diagonally upper below the movable sheet (6) of sample size, movable sheet (6) and the pipe (5) that fetches earth sets perforation
(7) 4 steel wire ropes (4), are hung under hoist engine (3), it is fixed on eyelet (7) position on 4 pieces of movable sheets (6) respectively.
Preferably, movable sheet (6) if setting can be dry plate;
Preferably, the shape of movable sheet (6) can be square, rectangle, sector etc..
The beneficial effects of the utility model are:
A kind of novel high-frequency vibration hammer is provided to fetch earth chamber structure, by improving the structure of high-frequency vibratory hammer, will fetch earth pipe with
Digging cage is designed as monolithic construction, and digging cage is provided with several movable doors, movable, and door is controlled by steel wire rope
Switch, on the one hand avoid using latch limitation door;On the other hand, soil is drawn off from digging cage door, is avoided being retained in and is fetched earth
On storehouse, soil is unloaded thoroughly, reduced manually, improve percent of automatization, raising efficiency of construction, reduce cost.
Brief description of the drawings
The utility model is described further with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is that a kind of novel high-frequency vibration hammer of the present utility model fetches earth structural representation when tightening up steel wire rope of chamber structure
Figure;
Fig. 2 is that a kind of novel high-frequency vibration hammer of the present utility model fetches earth structural representation when loosening steel wire rope of chamber structure
Figure;
Fig. 3 is that a kind of novel high-frequency vibration hammer of the present utility model fetches earth structure when loosening steel wire rope completely of chamber structure
Schematic diagram;
Fig. 4 is that a kind of fetch earth structure when loosening steel wire rope of chamber structure of novel high-frequency vibration hammer of the present utility model is looked up
Figure;
Fig. 5 is that a kind of fetch earth structure when tightening up steel wire rope of chamber structure of novel high-frequency vibration hammer of the present utility model is looked up
Figure.
Embodiment
The chamber structure that fetched earth below in conjunction with the accompanying drawings with specific embodiment to a kind of novel high-frequency vibration hammer of the present utility model is made
Further description.
First by improving the structure of high-frequency vibratory hammer, the pipe that will fetch earth is designed as monolithic construction with digging cage;
Then, underground is sunk to first by outer steel sleeve pipe using high-frequency vibratory hammer (1), the monoblock type knot of fetch earth pipe and digging cage
The working range of structure is arranged on the inside of outer steel sleeve pipe, and high-frequency vibratory hammer (1) clamps the pipe (5) that fetches earth by clamper (2), and leads to
The steel wire rope (4) that hoist engine (3) tightens up the pipe that fetches earth (5) is crossed, pipe (5) the mouth movable sheet that makes to fetch earth is tightened up close to the pipe (5) that fetches earth upwards
Inwall, high-frequency vibratory hammer (1) will fetch earth inside pipe (5) press-in outer steel sleeve pipe, the soil in outer steel sleeve pipe is entered the pipe (5) that fetches earth
It is interior;
3rd, when the soil in the pipe that fetches earth (5) reaches absolute altitude, the working dynamics of adjustment hoist engine (3), loosen steel wire rope;
4th, lift the pipe that fetches earth (5), loosen steel wire rope (4), using the gravity that soil in the pipe that fetches earth (5) is downward, make the pipe that fetches earth
(5) closure state is just presented in the loose-leaf system door of mouth automatically, and the grave in the pipe that fetches earth (5) is present in the pipe (5) that fetches earth;
5th, the pipe that fetches earth (5) lifted leaves outer steel sleeve pipe completely, and by the soil in outer steel sleeve pipe, is transferred to side
The soil that unloads on ground goes out top;
6th, by the work of hoist engine (3), continue to loosen steel wire rope, using the downward gravity of soil in the pipe that fetches earth (5),
Pipe (5) the interior movable sheet that makes to fetch earth in opened condition, draws off the soil of the pipe that fetches earth (5), so as to complete work of once fetching earth downwards.
One kind of embodiment described above, simply the utility model more preferably embodiment, the skill of this area
The usual variations and alternatives that art personnel are carried out in the range of technical solutions of the utility model should all be included in guarantor of the present utility model
In the range of shield.
Claims (3)
- The chamber structure 1. a kind of novel high-frequency vibration hammer fetches earth, it is characterised in that:Set and be provided with the top of high-frequency vibratory hammer (1) Hoist engine (3), set in the lower section of high-frequency vibratory hammer (1) and clamper (2) is installed, the pipe that fetches earth is clamped by clamper (2) (5), hoist engine (3) hangs with steel wire rope (4), and at the lower section internal wall of pipe orifice of the pipe that fetches earth (5), articulated manner is provided with 4 piece one The hinged place of internal wall of pipe orifice is diagonally upper below the movable sheet (6) of sample size, movable sheet (6) and the pipe (5) that fetches earth sets perforation (7) 4 steel wire ropes (4), are hung under hoist engine (3), it is fixed on eyelet (7) position on 4 pieces of movable sheets (6) respectively.
- 2. a kind of novel high-frequency vibration hammer fetches earth chamber structure according to claim 1, it is characterised in that:The movable sheet (6) If setting can be dry plate.
- 3. a kind of novel high-frequency vibration hammer fetches earth chamber structure according to claim 1, it is characterised in that:The movable sheet (6) Shape can be square, rectangle, sector.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720903859.2U CN207211151U (en) | 2017-07-25 | 2017-07-25 | A kind of novel high-frequency vibration hammer fetches earth chamber structure |
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CN201720903859.2U CN207211151U (en) | 2017-07-25 | 2017-07-25 | A kind of novel high-frequency vibration hammer fetches earth chamber structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111379249A (en) * | 2020-03-19 | 2020-07-07 | 彭江涛 | Static sounding equipment and static sounding method for geotechnical geological exploration |
CN115045279A (en) * | 2022-06-07 | 2022-09-13 | 山东中铁路桥工程有限公司 | Soil sampler for cleaning sundries in steel casing |
-
2017
- 2017-07-25 CN CN201720903859.2U patent/CN207211151U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111379249A (en) * | 2020-03-19 | 2020-07-07 | 彭江涛 | Static sounding equipment and static sounding method for geotechnical geological exploration |
CN115045279A (en) * | 2022-06-07 | 2022-09-13 | 山东中铁路桥工程有限公司 | Soil sampler for cleaning sundries in steel casing |
CN115045279B (en) * | 2022-06-07 | 2024-01-30 | 山东中铁路桥工程有限公司 | Soil sampler for cleaning sundries in steel protective cylinder |
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