CN202280426U - Water-air-injected drill of two-way cement-soil mixing pile machine - Google Patents

Water-air-injected drill of two-way cement-soil mixing pile machine Download PDF

Info

Publication number
CN202280426U
CN202280426U CN2011204442417U CN201120444241U CN202280426U CN 202280426 U CN202280426 U CN 202280426U CN 2011204442417 U CN2011204442417 U CN 2011204442417U CN 201120444241 U CN201120444241 U CN 201120444241U CN 202280426 U CN202280426 U CN 202280426U
Authority
CN
China
Prior art keywords
drill
core pipe
drill bit
interior
core tube
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
Application number
CN2011204442417U
Other languages
Chinese (zh)
Inventor
周克明
蔺宁君
吴亚东
李家伟
戚学建
武钧
杨武
叶绍新
刘华
陈康能
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LIANYUNGANG TRAFFIC ENGINEERING CONSTRUCTION DIVISION
Original Assignee
LIANYUNGANG TRAFFIC ENGINEERING CONSTRUCTION DIVISION
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by LIANYUNGANG TRAFFIC ENGINEERING CONSTRUCTION DIVISION filed Critical LIANYUNGANG TRAFFIC ENGINEERING CONSTRUCTION DIVISION
Priority to CN2011204442417U priority Critical patent/CN202280426U/en
Application granted granted Critical
Publication of CN202280426U publication Critical patent/CN202280426U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

The utility model provides a water-air-injected drill of a two-way cement-soil mixing pile machine. The water-air-injected drill comprises an inner drill and an outer drill which are arranged on the lower ends of an inner drill rod and an outer drill rod, wherein the outer drill comprises an outer drill core tube, at least an upper layer and a lower layer of mixing blades are arranged on the outer drill core tube, the upper end of the outer drill core tube is connected with the outer drill rod, the inner drill comprises an inner drill core tube, the upper end of the inner drill core tube is connected with the inner drill rod, at least an upper layer and a lower layer of blades are arranged on the inner drill core tube, a sealing device is arranged between the lower end of the outer drill core tube and the inner drill core tube, a water-air-injected nozzle is arranged on the outer drill core tube above the lower layer of the mixing blades of the outer drill, and an exit for injecting cement slurry is arranged on the inner drill core tube above the lower layer of the mixing blades of the inner drill. When cement powder is used for piling, the crust layer of the earth surface has low water content, so that the problem of piling quality can be solved by water injection; when cement slurry is adopted for piling, the deeper part of the pile is short of air curing, so that the problem of deep piling quality can be solved by air injection; and the water-air-injected drill can ensure the grown pile quality of the whole pile of the two-way cement-soil mixing pile, thus the construction efficiency can be greatly improved.

Description

A kind of water filling pneumatic drill head of cement-soil bidirectional stirring pile machine
Technical field
The utility model relates to a kind of subgrade treatment facility, particularly a kind of water filling pneumatic drill head of cement-soil bidirectional stirring pile machine.
Background technology
China is coastal, the river basin often distributes soft foundation, and under dynamic actions such as load, circulation, vehicle, foundation settlement is the principal mode of foundation failure, often causes the quality problems of speedway, railway, airport, harbour.Using maximum methods in the whole bag of tricks of soft soil foundation is to select composite foundation for use.The bi-directional cement soil mixing pile form of being selected for use in the processing soft soil will improve the intensity of composite foundation greatly.But when adopting bi-directional cement soil mixing pile, have following defective, when adopting cement flour, because there is crust layer on the face of land, water content is low, and is bad at this section pile-forming effect; When adopting cement paste, because the deep cement paste lacks air care, pile quality is affected; The angle that inside and outside stirring vane and horizontal direction are provided with is improper, makes that pressure ash or grouting result are bad, and pile quality is exerted an influence, and the load to the stake machine produces unnecessary increase simultaneously; Because the nozzle location of spraying cement powder or cement paste is provided with improperly, be prone to produce the plugging phenomenon in addition.
Summary of the invention
The technical problem that the utility model will solve is the deficiency to prior art, is to adopt cement flour or cement paste can both guarantee that stake grows up to quality of pile and alleviates the water filling pneumatic drill head of the cement-soil bidirectional stirring pile machine that construction machinery loads no matter proposed a kind of entirely.
The technical problem that the utility model will solve realizes through following technical scheme; A kind of water filling pneumatic drill head of cement-soil bidirectional stirring pile machine comprises the inside and outside drill bit that is contained in inside and outside drilling rod lower end, is characterized in: outer drill bit comprises the outer core pipe that bores; Bore outside and be provided with two-layer stirring vane up and down on the core pipe at least; Outer upper end of boring the core pipe is connected with outer drilling rod, bores the core pipe in interior drill bit comprises, the upper end of interior brill core pipe is connected with interior drilling rod; On interior brill core pipe, be provided with two-layer blade up and down at least; Be provided with sealing device between the lower end of outer brill core pipe and the interior brill core pipe, the water filling gas jets is equipped with at the outer brill core pipe place of drill bit lower floor stirring vane top outside, and the outlet of spraying cement powder slurry is arranged on the interior brill core pipe of interior drill bit lower leave top.
The technical problem that the utility model will solve can also further realize through following technical scheme; The upper strata stirring vane of outer drill bit is that level is to the firming blade that is provided with; Stirring vane below the stirring vane of outer drill bit upper strata is cut native blade for just changeing, and just changeing the cutting angle degree of cutting native blade is 8 ~ 15 °; Blade on the interior drill bit all is set to counter-rotating and cuts native blade, and the cutting angle degree that native blade is cut in counter-rotating is 8 ~ 15 °.
The drill bit of the utility model is the bi-directional cement soil mixing pile machine drill bit, at spraying cement powder or water spray during mud, utilizes between the inside and outside drilling rod space to spray water through the water filling gas jets or jet; The stirring blade of outer rod bit is set to level and presses ash or mud jacking, when adopting the cement flour pile, because the crust layer water content on the face of land is low, solves top pile quality problem through water filling; When adopting the cement paste pile,, solve deep pile quality problem through gas injection because the deep of stake lacks air care; Can guarantee that through said method the full stake of bi-directional cement soil mixing pile grows up to quality of pile; Be difficult for plugging simultaneously, increase the cement flour of ejection or the stirring number of times of cement paste, make efficiency of construction and pile quality further improve.
Description of drawings
Fig. 1 is the structure diagram of the utility model drill bit.
The specific embodiment
A kind of water filling pneumatic drill head of cement-soil bidirectional stirring pile machine; Comprise the inside and outside drill bit that is contained in inside and outside drilling rod lower end; Outer drill bit comprises the outer core pipe 4 that bores, and bores outside and is provided with two-layer stirring vane up and down on the core pipe 4 at least, and the upper end of boring core pipe 4 outward is connected with outer drilling rod 1; In comprising, bores on interior drill bit core pipe 8; In bore core pipe 8 the upper end be connected with interior drilling rod 2, two-layer blade about on interior brill core pipe 8, being provided with at least bores outward between lower end and the interior brill core pipe 8 of core pipe 4 and is provided with sealing device 7; Water filling gas jets 5 is equipped with at outer brill core pipe 4 places of drill bit lower floor stirring vane 6 tops outside, and the outlet 9 of spraying cement powder slurry is arranged on the interior brill core pipe 8 of interior drill bit lower leave 10 tops.
The upper strata stirring vane 3 of outer drill bit is the firming blade of level to setting, and the stirring vane of outer drill bit upper strata stirring vane below 3 cut native blade for just changeing, and just changeing the cutting angle degree of cutting native blade is 8 ~ 15 °; Blade on the interior drill bit all is set to counter-rotating and cuts native blade, and the cutting angle degree that native blade is cut in counter-rotating is 8 ~ 15 °.

Claims (2)

1. the water filling pneumatic drill head of a cement-soil bidirectional stirring pile machine comprises the inside and outside drill bit that is contained in inside and outside drilling rod lower end, it is characterized in that: outer drill bit comprises the outer core pipe that bores; Bore outside and be provided with two-layer stirring vane up and down on the core pipe at least; Outer upper end of boring the core pipe is connected with outer drilling rod, bores the core pipe in interior drill bit comprises, the upper end of interior brill core pipe is connected with interior drilling rod; On interior brill core pipe, be provided with two-layer blade up and down at least; Be provided with sealing device between the lower end of outer brill core pipe and the interior brill core pipe, the water filling gas jets is equipped with at the outer brill core pipe place of drill bit lower floor stirring vane top outside, and the outlet of spraying cement powder slurry is arranged on the interior brill core pipe of interior drill bit lower leave top.
2. the water filling pneumatic drill head of cement-soil bidirectional stirring pile machine according to claim 1; It is characterized in that: the upper strata stirring vane of outer drill bit is that level is to the firming blade that is provided with; Stirring vane below the stirring vane of outer drill bit upper strata is cut native blade for just changeing, and just changeing the cutting angle degree of cutting native blade is 8 ~ 15 °; Blade on the interior drill bit all is set to counter-rotating and cuts native blade, and the cutting angle degree that native blade is cut in counter-rotating is 8 ~ 15 °.
CN2011204442417U 2011-11-11 2011-11-11 Water-air-injected drill of two-way cement-soil mixing pile machine Expired - Fee Related CN202280426U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011204442417U CN202280426U (en) 2011-11-11 2011-11-11 Water-air-injected drill of two-way cement-soil mixing pile machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011204442417U CN202280426U (en) 2011-11-11 2011-11-11 Water-air-injected drill of two-way cement-soil mixing pile machine

Publications (1)

Publication Number Publication Date
CN202280426U true CN202280426U (en) 2012-06-20

Family

ID=46226599

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011204442417U Expired - Fee Related CN202280426U (en) 2011-11-11 2011-11-11 Water-air-injected drill of two-way cement-soil mixing pile machine

Country Status (1)

Country Link
CN (1) CN202280426U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019459A (en) * 2015-07-27 2015-11-04 周兆弟 Drill rod feeding device of cement mixing pile driver
CN106703705A (en) * 2016-12-09 2017-05-24 山东省建筑科学研究院 Combined type drill applicable to high-spray stirring cement pile
CN109930596A (en) * 2019-04-09 2019-06-25 沙焕焕 A kind of construction method of cement earth pile
CN111577144A (en) * 2020-05-09 2020-08-25 河海大学 Bidirectional stirring pile stirring head with mud jacking function
WO2022057437A1 (en) * 2020-09-15 2022-03-24 上海强劲地基工程股份有限公司 Stirring pile construction apparatus provided with stirring cage
CN115488144A (en) * 2022-09-23 2022-12-20 同济大学 In-situ repair device and equipment for double-pipe double-channel liquid adding, powder spraying and stirring

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019459A (en) * 2015-07-27 2015-11-04 周兆弟 Drill rod feeding device of cement mixing pile driver
CN106703705A (en) * 2016-12-09 2017-05-24 山东省建筑科学研究院 Combined type drill applicable to high-spray stirring cement pile
CN109930596A (en) * 2019-04-09 2019-06-25 沙焕焕 A kind of construction method of cement earth pile
CN111577144A (en) * 2020-05-09 2020-08-25 河海大学 Bidirectional stirring pile stirring head with mud jacking function
WO2022057437A1 (en) * 2020-09-15 2022-03-24 上海强劲地基工程股份有限公司 Stirring pile construction apparatus provided with stirring cage
CN115488144A (en) * 2022-09-23 2022-12-20 同济大学 In-situ repair device and equipment for double-pipe double-channel liquid adding, powder spraying and stirring

Similar Documents

Publication Publication Date Title
CN202280426U (en) Water-air-injected drill of two-way cement-soil mixing pile machine
CN102505683B (en) Drilling tool for two-way soil-cement mixed pile
CN104929114A (en) High pressure jet grouting pile waterproof curtain construction device and method
CN103362515B (en) Shield structure soil storehouse water under high pressure flushing system
CN104631480B (en) Adopt the method that jet grouting pile driving machine carries out water seal for deep foundation pit curtain construction
CN204753574U (en) High pressure jet grouting pile stagnant water curtain construction equipment
CN102691296A (en) Pipe pile foundation for static-pressure grouting on pile side and rotary jet grouting at pile bottom and construction method thereof
CN103806479A (en) Pile foundation combined grouting reinforcement construction method combining waterproof curtain
CN204370373U (en) Seepage proof curtain structure closed by a kind of reservoir
CN202626978U (en) Cemented soil secant pile group, diaphragm wall constituted by same and building foundation pit support system constituted by cemented soil secant pile group
CN104563099A (en) Porous pipe method large-diameter high-pressure jet grouting pile construction method
CN102888795A (en) Karst roadbed grouting process
CN102979091B (en) Method for constructing cement jet grouting pile with fine aggregate concrete core
CN202673154U (en) Drill bit used for mixing pile machine and mixing pile machine
CN105731978A (en) Grouting slurry for reinforcing tunnel face of jacking culvert of fine-sand layer and grouting method
CN202450505U (en) Base processing system in lava areas
CN105178858A (en) Drilling rig for double-tube high pressure jet grouting technology
CN211144384U (en) High-pressure rotary jet drill bit for geological drilling machine
CN104612137A (en) Perforated pipe method super-deep, fast, and super-large diameter high pressure chemical churning pile construction method
CN107700508A (en) A kind of shaped steel stirs the construction method of water spray soil curtain support pile
CN208563316U (en) A kind of large-section in-situ concrete pile pile-end sediment sediment processing unit
CN104594369B (en) Karst high pressure group hole replacement grouting method and its structure
CN203080528U (en) Drilling and spraying integrated foundation treating special drilling tool assembly
CN201962668U (en) Device for replacing slush into pile
CN206000464U (en) A kind of drilling bit of pile engine

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

Granted publication date: 20120620

Termination date: 20161111

CF01 Termination of patent right due to non-payment of annual fee