CN203977422U - Building pile foundation holing with slurry wall protection sediment treating apparatus - Google Patents
Building pile foundation holing with slurry wall protection sediment treating apparatus Download PDFInfo
- Publication number
- CN203977422U CN203977422U CN201420449966.9U CN201420449966U CN203977422U CN 203977422 U CN203977422 U CN 203977422U CN 201420449966 U CN201420449966 U CN 201420449966U CN 203977422 U CN203977422 U CN 203977422U
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- pile foundation
- air
- sediment
- holing
- wall protection
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Abstract
The utility model discloses a kind of building pile foundation holing with slurry wall protection sediment treating apparatus, comprise the jet assembly for make sediment suspend to pile foundation hole base injcction pressure-air, jet assembly comprises air compressor machine, air inlet pipe and air blast, the inlet end of air inlet pipeline is connected with air compressor machine outlet side, and outlet side is communicated with the inlet end of air blast; Pressure-air air compressor machine being produced by air blast is spurted into bottom pile foundation hole, and the high-pressure blast that pressure-air produces directly impacts pile foundation hole bottom sediment, and sediment at the bottom of hole is formed effectively and thoroughly and removed, and guarantees that the front stake of the filling concrete end is without sediment; And this building pile foundation holing with slurry wall protection sediment treating apparatus is easy to use, easy and simple to handle, to holing with slurry wall protection pile foundation construction reliable in quality, can effectively avoid sediment to affect pile foundation quality.
Description
Technical field
The utility model relates to building engineering field, particularly a kind of building pile foundation holing with slurry wall protection sediment treating apparatus.
Background technology
When building pile foundation engineering is taked bored pile construction technology, if take mud off, after pore-forming, transfer when reinforcing cage is installed, due to time that need to be longer, during this time in hole mud under Gravitative Loads, the particulate matter partly precipitated suspending in mud is at the bottom of hole, before pile foundation filling concrete, need to clear up sediment at the bottom of hole, existing conventional way has two kinds of modes, a kind of is the impact force of leaning on pile foundation first set filling concrete, sediment at the bottom of hole is rushed, make it still be suspended in mud, another kind be take to draw slag device by hole at the bottom of sediment remove, above-mentioned two kinds of methods, all can not thoroughly remove sediment at the bottom of a hole, cause after pile foundation construction, there is the problems such as pile foundation settlement.
Therefore, need to improve building pile foundation holing with slurry wall protection sediment treating apparatus, it can effectively and thoroughly effectively be removed sediment at the bottom of hole.
Utility model content
In view of this, the utility model provides a kind of building pile foundation holing with slurry wall protection sediment treating apparatus, and it can effectively and thoroughly effectively be removed sediment at the bottom of hole.
Building pile foundation holing with slurry wall protection sediment treating apparatus of the present utility model, comprise the jet assembly for make sediment suspend to pile foundation hole base injcction pressure-air, jet assembly comprises air compressor machine, air inlet pipe and air blast, the inlet end of air inlet pipeline is connected with air compressor machine outlet side, and outlet side is communicated with the inlet end of air blast;
Also comprise the traction component moving up and down along pile foundation hole for ordering about air blast, traction component comprises pull rope, draw-gear and is arranged at the bracing frame at place, pile foundation aperture, pull rope one end is connected with draw-gear, and the other end is walked around the fixed pulley arranging on bracing frame and is connected with air blast.
Further, air blast comprises suction nozzle, air inlet endless tube and goes out gas branch pipe, and suction nozzle is communicated with air inlet endless tube, goes out gas branch pipe a plurality of for what circumferentially vertically arrange along air inlet endless tube, and each goes out gas branch pipe upper end and is communicated with air inlet endless tube, and lower end forms jet outlet.
Further, bracing frame comprises supporting traverse and is fixedly installed on respectively the two triangle support at supporting traverse two ends.
Further, draw-gear is winch or electric winch.
The beneficial effects of the utility model: building pile foundation holing with slurry wall protection sediment treating apparatus of the present utility model, pressure-air air compressor machine being produced by air blast is spurted into pile foundation hole bottom, the high-pressure blast that pressure-air produces directly impacts pile foundation hole bottom sediment, sediment at the bottom of hole is formed effectively and thoroughly and removed, guarantee that the front stake of the filling concrete end is without sediment; And this building pile foundation holing with slurry wall protection sediment treating apparatus is easy to use, easy and simple to handle, to holing with slurry wall protection pile foundation construction reliable in quality, can effectively avoid sediment to affect pile foundation quality.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described.
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is the structural representation of the air blast of the utility model building pile foundation holing with slurry wall protection sediment treating apparatus;
Fig. 3 is the structural representation of the bracing frame of the utility model building pile foundation holing with slurry wall protection sediment treating apparatus.
The specific embodiment
As shown in the figure: the building pile foundation holing with slurry wall protection sediment treating apparatus of the present embodiment, comprise the jet assembly for make sediment suspend to pile foundation hole 1 base injcction pressure-air, jet assembly comprises air compressor machine 2, air inlet pipe 3 and air blast 4, the inlet end on air inlet pipe 3 tunnels is connected with air compressor machine 2 outlet sides, and outlet side is communicated with the inlet end of air blast 4;
Also comprise the traction component moving up and down along pile foundation hole 1 for ordering about air blast 4, traction component comprises pull rope 5, draw-gear 6 and is arranged at the bracing frame 7 at 1 mouthful of place of pile foundation hole, pull rope 5 one end are connected with draw-gear 6, and the other end is walked around the fixed pulley 8 arranging on bracing frame 7 and is connected with air blast 4; Wherein, draw-gear 6 is arranged near the ground of pile foundation hole 1, and air compressor machine 2 is arranged near ground, a hole equally, pull rope 5 is connected by hook with air blast 4, detachable, easy to connect, pull rope 5 ends arrange hook, and connection cord and coupling hook are set on air blast 4 equally.
In the present embodiment, air blast 4 comprises suction nozzle 41, air inlet endless tube 42 and goes out gas branch pipe 43, and suction nozzle 41 is communicated with air inlet endless tube 42, goes out gas branch pipe 43 a plurality of for what circumferentially vertically arrange along air inlet endless tube 42, each goes out gas branch pipe 43 upper ends and is communicated with air inlet endless tube 42, and lower end forms jet outlet; At the bottom of the circular ring structure of air blast 4 can effectively stretch in pile foundation steel bar cage.
In the present embodiment, bracing frame 7 comprises supporting traverse 71 and is fixedly installed on respectively the two triangle support 72 at supporting traverse 71 two ends; Three-legged structure, places firmly, is difficult for toppling over.
In the present embodiment, draw-gear 6 is winch or electric winch.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of claim scope of the present utility model.
Claims (4)
1. a building pile foundation holing with slurry wall protection sediment treating apparatus, it is characterized in that: comprise the jet assembly for make sediment suspend to pile foundation hole base injcction pressure-air, described jet assembly comprises air compressor machine, air inlet pipe and air blast, the inlet end of described air inlet pipeline is connected with air compressor machine outlet side, and outlet side is communicated with the inlet end of described air blast;
Also comprise the traction component moving up and down along pile foundation hole for ordering about air blast, described traction component comprises pull rope, draw-gear and is arranged at the bracing frame at place, pile foundation aperture, pull rope one end is connected with draw-gear, and the other end is walked around the fixed pulley arranging on support frame as described above and is connected with described air blast.
2. building pile foundation holing with slurry wall protection sediment treating apparatus according to claim 1, it is characterized in that: described air blast comprises suction nozzle, air inlet endless tube and goes out gas branch pipe, described suction nozzle is communicated with air inlet endless tube, it is described that to go out gas branch pipe a plurality of for what circumferentially vertically arrange along air inlet endless tube, each goes out gas branch pipe upper end and is communicated with air inlet endless tube, and lower end forms jet outlet.
3. building pile foundation holing with slurry wall protection sediment treating apparatus according to claim 2, is characterized in that: support frame as described above comprises supporting traverse and is fixedly installed on respectively the two triangle support at supporting traverse two ends.
4. building pile foundation holing with slurry wall protection sediment treating apparatus according to claim 3, is characterized in that: described draw-gear is winch or electric winch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420449966.9U CN203977422U (en) | 2014-08-11 | 2014-08-11 | Building pile foundation holing with slurry wall protection sediment treating apparatus |
Applications Claiming Priority (1)
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CN201420449966.9U CN203977422U (en) | 2014-08-11 | 2014-08-11 | Building pile foundation holing with slurry wall protection sediment treating apparatus |
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CN203977422U true CN203977422U (en) | 2014-12-03 |
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CN201420449966.9U Expired - Fee Related CN203977422U (en) | 2014-08-11 | 2014-08-11 | Building pile foundation holing with slurry wall protection sediment treating apparatus |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104328786A (en) * | 2014-12-01 | 2015-02-04 | 二十二冶集团天津建设有限公司 | Construction method for cleaning soil in ultra-deep prestressed pipe pile core |
CN107975030A (en) * | 2017-11-15 | 2018-05-01 | 黎泽芝 | Refractory gunning equipment for cast-in-situ bored pile secondary pile hole cleaning |
CN108951634A (en) * | 2018-07-17 | 2018-12-07 | 芜湖芬特勘测服务有限公司 | A kind of building pile foundation holing with slurry wall protection sediment processing unit |
CN109208604A (en) * | 2017-06-30 | 2019-01-15 | 中国二十冶集团有限公司 | The method for clearing up sea sand in PHC pipe pile core |
CN109723398A (en) * | 2018-12-29 | 2019-05-07 | 国网河北省电力有限公司经济技术研究院 | Rotary digging bored concrete pile drilling cleaning plant |
CN113404454A (en) * | 2021-07-05 | 2021-09-17 | 中铁五局集团第一工程有限责任公司 | Cast-in-situ bored pile hole cleaning device and method |
-
2014
- 2014-08-11 CN CN201420449966.9U patent/CN203977422U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104328786A (en) * | 2014-12-01 | 2015-02-04 | 二十二冶集团天津建设有限公司 | Construction method for cleaning soil in ultra-deep prestressed pipe pile core |
CN109208604A (en) * | 2017-06-30 | 2019-01-15 | 中国二十冶集团有限公司 | The method for clearing up sea sand in PHC pipe pile core |
CN107975030A (en) * | 2017-11-15 | 2018-05-01 | 黎泽芝 | Refractory gunning equipment for cast-in-situ bored pile secondary pile hole cleaning |
CN108951634A (en) * | 2018-07-17 | 2018-12-07 | 芜湖芬特勘测服务有限公司 | A kind of building pile foundation holing with slurry wall protection sediment processing unit |
CN108951634B (en) * | 2018-07-17 | 2020-11-24 | 盐城市双强管桩有限公司 | Mud dado drilling sediment processing apparatus for building pile foundation |
CN109723398A (en) * | 2018-12-29 | 2019-05-07 | 国网河北省电力有限公司经济技术研究院 | Rotary digging bored concrete pile drilling cleaning plant |
CN109723398B (en) * | 2018-12-29 | 2021-11-30 | 国网河北省电力有限公司经济技术研究院 | Dig bored concrete pile drilling cleaning device soon |
CN113404454A (en) * | 2021-07-05 | 2021-09-17 | 中铁五局集团第一工程有限责任公司 | Cast-in-situ bored pile hole cleaning device and method |
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Legal Events
Date | Code | Title | Description |
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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: 20141203 Termination date: 20180811 |