CN201024423Y - Multifunctional pressing filling slurry vibration impact drill pile machine - Google Patents
Multifunctional pressing filling slurry vibration impact drill pile machine Download PDFInfo
- Publication number
- CN201024423Y CN201024423Y CNU2007200500012U CN200720050001U CN201024423Y CN 201024423 Y CN201024423 Y CN 201024423Y CN U2007200500012 U CNU2007200500012 U CN U2007200500012U CN 200720050001 U CN200720050001 U CN 200720050001U CN 201024423 Y CN201024423 Y CN 201024423Y
- Authority
- CN
- China
- Prior art keywords
- compressor
- pile
- utility
- tremie
- model
- 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
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a multi-function pumping bored, slurry vibrating and drill pressing pile machine, which is characterized in that the utility model comprises a high frequency vibration aid (17), a compressor motor (19), a compressor (20), a cement and concrete slurry cylinder (21) and a concrete slurry supplying pipe (22). Compared with the prior art, the utility model has the advantages that: firstly, the utility model not only has a pile-driving machine that is good at a soft soil layer but also has an impact-shock pile machine that is good at a coarse and thick gravel layer, thus being suitable for complicated changes of various geology; secondly, a grouting auxiliary vibration of small power and super high frequency is adopted to realize the purpose of firm concrete foundation and fast grouting pile formation; thirdly, the technology of concrete slurry closed fast compression, transportation, grouting pile formation is adopted to avoid polluting the environment.
Description
Technical field:
The utility model relates to a kind of multi-functional pressure and irritates the slurry drill stake machine that shakes.
Background technology:
At present, China's building foundation engineering, the pile-driving machine of extensive use drilled pile wet method concrete spouting pile, Churn drill stake machine, the machinery pile digger reaches and manually digs stake etc., can reach the function of hole deslagging concrete perfusion slurry pile, wherein, Churn drill stake machine is mainly by frame, main frame, secondary machine, hoist engine, jump bit, transfer, casing, draw the slag tube, compositions such as cylinder band clutch, the advantage of above-mentioned these existing equipments is simple in structure, noiselessness, dependable performance, can extremely construct and operation easily under the complex geological conditions, cost is low etc., but they also have more following shortcomings:
1. the technology that has lacked extremely crucial dither perfusion pile, form jerry-built project extremely easily, the impact stake machine is when the perfusion slurry, can only lean on the surge of freely falling body to pour into pile entirely, but owing to directly be subjected to the influence of cage root resistance, make it stop the landing that slurry quickens, influenced impact force, just form dangerous hidden danger such as honeycomb, short, bristly hair or beard neck even broken pile naturally;
2. pile-driving machine is also unclear because of the accumulated slag of bottom, its hole row that exceeds standard sometimes, cause the screenings at the bottom of the hole obviously to separate with cement concrete, form the stake bottom and lost anti-solid bearing stratum effect, treat that pile body is after load, by the inequality of doing each sedimentation, finally the bad hidden danger that causes structural entity, it loses heavy especially often;
3. pile-driving machine remains and adopts backward iron trolley fortune slurry and mix-in-place cement slurry at present, has increased the pollution of urban environment greatly, can not get rid of indivedual because of the direct danger that reduces the concrete specification label that forms of using inferior materials and turning out substandard goods;
4. when pile-driving machine is drilled into thick thick macadam, tend to occur make it to bore the designing requirement that reaches bearing stratum one rock stratum, and cause the accidental loss of being forced to the machine of moving back because of bowlder stone rotates the disadvantage that is stuck bit and then seriously scraps thereupon.
Summary of the invention:
The purpose of this utility model provides a kind of multi-functional pressure and irritates the slurry drill stake machine that shakes, and it can overcome the deficiencies in the prior art.
The utility model is achieved in that it is mainly by auxiliary pulley 1, head pulley 2, mobile jib 3, fore stay 4, backstay 5, diagonal brace 6, twin-roll hoist engine 7, directive wheel 8, chock 9, steel pipe 10, for mud tube 11, overfall 12, mud aqueduct 13, casing backfill 14, percussion bit 15, funnel 16, dither assistor 17, stake hole tremie 18, compressor motor 19, compressor 20, cement concrete slurry cylinder 21, concrete flow inlet 22 and brill dish 23 are formed, wherein, compressor motor 19 connects compressor 20, compressor 20 connects cement concrete slurry cylinder 21, cement concrete slurry cylinder 21 is communicated with stake hole tremie 18 by concrete flow inlet 22, stake hole tremie 18 connects brill dish 23, and dither assistor 17 is contained on the hole tremie 18.
The utility model compared with prior art has the following advantages: the one, and have pile-driving machine simultaneously and be good at the characteristics that weak soil layer and Churn drill stake machine are good at thick thick macadam, the complexity that can adapt to various geology changes; The 2nd, adopted the perfusion slurry of small-power hyperfrequency to assist vibration, reach the purpose that concrete foundation is firm and pour into pile fast; The 3rd, adopted the closed Fast Compression of concrete slurry to carry the technology of perfusion slurry vibration pile, avoided pollution to environment.
Description of drawings:
Fig. 1 is a structural representation of the present utility model
The specific embodiment:
As shown in Figure 1, the utility model is mainly by auxiliary pulley 1, head pulley 2, mobile jib 3, fore stay 4, backstay 5, diagonal brace 6, twin-roll hoist engine 7, directive wheel 8, chock 9, steel pipe 10, for mud tube 11, overfall 12, mud aqueduct 13, casing backfill 14, percussion bit 15, funnel 16, dither assistor 17, stake hole tremie 18, compressor motor 19, compressor 20, cement concrete slurry cylinder 21, concrete flow inlet 22 and brill dish 23 are formed, wherein, compressor motor 19 connects compressor 20, compressor 20 connects cement concrete slurry cylinder 21, cement concrete slurry cylinder 21 is communicated with stake hole tremie 18 by concrete flow inlet 22, stake hole tremie 18 connects brill dish 23, and dither assistor 17 is contained on the hole tremie 18.
During work, compressor motor 19 drive compression machines 20, compressor 20 is transported to the cement concrete slurry in the cement concrete slurry cylinder 21 in the hole tremie 18 by concrete flow inlet 22, dither assistor 17 carries out the auxiliary vibration of perfusion slurry of small-power hyperfrequency, make a hole tremie 18 continuously uninterruptedly, efficiently apace cement concrete is carried downwards, reach firmly and the fast purpose of perfusion pile of concrete foundation.
Claims (1)
1. a multi-functional pressure is irritated the slurry drill stake machine that shakes, mainly by auxiliary pulley (1), head pulley (2), mobile jib (3), fore stay (4), backstay (5), diagonal brace (6), twin-roll hoist engine (7), directive wheel (8), chock (9), steel pipe (10), for mud tube (11), overfall (12), mud aqueduct (13), casing backfill (14), percussion bit (15), funnel (16), stake hole tremie (18) and brill dish compositions such as (23), it is characterized in that having dither assistor (17), compressor motor (19), compressor (20), cement concrete slurry cylinder (21) and concrete flow inlet (22), wherein, compressor motor (19) connects compressor (20), compressor (20) connects cement concrete slurry cylinder (21), cement concrete slurry cylinder (21) is communicated with stake hole tremie (18) by concrete flow inlet (22), stake hole tremie (18) connects brill dish (23), and dither assistor (17) is contained on the hole tremie (18).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200500012U CN201024423Y (en) | 2007-04-05 | 2007-04-05 | Multifunctional pressing filling slurry vibration impact drill pile machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007200500012U CN201024423Y (en) | 2007-04-05 | 2007-04-05 | Multifunctional pressing filling slurry vibration impact drill pile machine |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201024423Y true CN201024423Y (en) | 2008-02-20 |
Family
ID=39098277
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007200500012U Expired - Fee Related CN201024423Y (en) | 2007-04-05 | 2007-04-05 | Multifunctional pressing filling slurry vibration impact drill pile machine |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201024423Y (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704834A (en) * | 2012-05-30 | 2012-10-03 | 张永忠 | Frequency oscillation pile casing type drilling machine |
-
2007
- 2007-04-05 CN CNU2007200500012U patent/CN201024423Y/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102704834A (en) * | 2012-05-30 | 2012-10-03 | 张永忠 | Frequency oscillation pile casing type drilling machine |
CN102704834B (en) * | 2012-05-30 | 2014-06-18 | 山东华邦建设集团有限公司 | Frequency oscillation pile casing type drilling machine |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105780763B (en) | Mesoporous vibrates the construction method of casing retaining wall long auger guncreting pile | |
CN100476082C (en) | Post-grouting construction method for long helical bore grouting pile and grouting device thereof | |
CN102505684A (en) | Hollow stiffness-core slurry-solidified discrete material pile and construction method thereof | |
CN102900079A (en) | High-frequency hydraulic vibratory construction method for cement-soil core-inserted combined pile | |
CN101608448A (en) | Cement paste spraying multi-directional core entraining agitation pile piling method | |
CN102011399A (en) | PHC pile-based multiple high jet pedestal pile construction method | |
CN102182180B (en) | Rotary extrusion sleeve anchor rod and construction method thereof | |
CN101148874A (en) | Construction method for increasing dry auger boring pouring pile bearing capacity | |
CN103898892A (en) | Processing method and device for reinforcing soft foundation by hydraulic vibration combined with vacuum water suction | |
CN101701459B (en) | Method for processing soft soil foundation of intertidal belt to form construction working face | |
CN201024423Y (en) | Multifunctional pressing filling slurry vibration impact drill pile machine | |
CN104746512A (en) | Cement soil stiffness composite pile and pile forming method thereof | |
CN105421446B (en) | A kind of construction method of composite soil extruding solidification prefabricated pile for treatment of soft foundation | |
CN108468334A (en) | Sandy pear variety is dry to dig clay dado pore-creating filling pile constructing device | |
CN102182178B (en) | Solid and hollow integrated pile, pile forming device and pile forming method | |
CN101824962B (en) | Method for soil mass supporting construction by jet mixing drilling tool | |
CN101899827B (en) | Broken soil vibration and compaction treatment method by utilizing impact hammer in immersed tube in riprap filled foundation | |
CN204282360U (en) | Covering layer prestressed anchoring structure | |
CN205934924U (en) | A pile sinking device that in being used for, bores vibration major diameter PHC tubular pile | |
CN205475211U (en) | A mix soil extrusion solidification precast pile for soft base is handled | |
CN204530685U (en) | Cement soil stiffness composite pile | |
CN1259604A (en) | Cement earth reinforced composite piling method | |
CN205100208U (en) | Crowded, reaming reinforced concrete bored concrete pile composite pile of high water spray earth anger | |
CN201933494U (en) | Solid and hollow integrated pile and pile forming device thereof | |
CN2622250Y (en) | Built-up rammer |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
DD01 | Delivery of document by public notice |
Addressee: Xu Zhaofeng Document name: Notification to Pay the Fees |
|
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080220 Termination date: 20100405 |