CN204491591U - A kind of triaxial cement mixing pile pile-forming equipment - Google Patents
A kind of triaxial cement mixing pile pile-forming equipment Download PDFInfo
- Publication number
- CN204491591U CN204491591U CN201520155720.5U CN201520155720U CN204491591U CN 204491591 U CN204491591 U CN 204491591U CN 201520155720 U CN201520155720 U CN 201520155720U CN 204491591 U CN204491591 U CN 204491591U
- Authority
- CN
- China
- Prior art keywords
- pile
- nozzle
- drilling rod
- cement mixing
- forming equipment
- 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.)
- Active
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model discloses a kind of triaxial cement mixing pile pile-forming equipment, comprise three drilling rods, a drill bit is provided with separately in the bottom of every root drilling rod, some helical blades are evenly provided with from top to bottom outside the shaft of every root drilling rod, an inlet channel is offered in the inside of intermediate drill, described inlet channel comprises a valve, described valve is arranged at corresponding drill tip, a feed pathway is offered respectively in the inside of both sides drilling rod, in described feed pathway, a feed tube is set respectively, described feed pathway comprises nozzle A, described nozzle A is arranged at corresponding drill tip, described feed tube comprises nozzle B, described nozzle B is arranged at corresponding drill tip, the position of described nozzle B is lower than the position of described nozzle A.By the way, it is not high that the utility model can solve triaxial cement mixing pile work efficiency, and displacement soil is more, the shortcoming that special formation pile quality is poor.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of triaxial cement mixing pile pile-forming equipment.
Background technology
Triaxial cement mixing pile is, by three axes agitating pile machine, cement paste is injected the soil body, and by machine, cement paste and soil shear failure is even, after grout cures, and a just formation cylindric induration in soil layer.Cement mixing method reinforces the bearing capacity that can improve foundation soil, increases the passive earth pressure of the soil body inside enclosure wall, reduces the compressive strain of the soil body and the horizontal movement of enclosure wall, increases the stability of resistance to chloride ion and excavation slope bottom foundation ditch.
Another important function of three axes agitating pile is used as foundation pit waterproof curtain, especially in urban architecture compact district, for pit earthwork excavation is convenient, need to carry out drainage precipitation to the soil body inside foundation ditch, differential settlement is produced for preventing buildings around foundation pit, pipeline etc., need at foundation pit enclosure structure arranged outside one water-stop curtain, to cut off the hydraulic connection inside and outside foundation ditch.
Cement grout is pumped in drilling rod, sprays in the soil body with less pressure by cement grout, by stirring vane by cement grout and soil body uniform stirring.
There is following problem in current conventional drill rod structure:
(1) work efficiency is not high, and triaxial cement mixing pile pile relies on drilling rod power to creep into completely, and pile-forming speed is slower;
(2) displacement soil is more, the displacement of current triaxial cement mixing pile soil amount be about pile body long-pending 30%;
(3) due to after slurries flow out from drilling rod, slurry pressure is very little, and grout mixing is little, stirring vane be difficult to by itself and soil shear failure all with, pile quality does not ensure, after pit earthwork excavation, often can cause leakage accident.
Utility model content
The technical problem that the utility model mainly solves is to provide a kind of triaxial cement mixing pile pile-forming equipment, can solve triaxial cement mixing pile work efficiency not high, and displacement soil is more, the shortcoming that special formation pile quality is poor.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of triaxial cement mixing pile pile-forming equipment, comprise three drilling rods, a drill bit is provided with separately in the bottom of every root drilling rod, some helical blades are evenly provided with from top to bottom outside the shaft of every root drilling rod, an inlet channel is offered in the inside of intermediate drill, described inlet channel comprises a valve, described valve is arranged at corresponding drill tip, a feed pathway is offered respectively in the inside of both sides drilling rod, in described feed pathway, a feed tube is set respectively, described feed pathway comprises nozzle A, described nozzle A is arranged at corresponding drill tip, described feed tube comprises nozzle B, described nozzle B is arranged at corresponding drill tip, the position of described nozzle B is lower than the position of described nozzle A.
Preferably, described feed tube adopts sebific duct, and the caliber of described sebific duct is less than feed pathway, and feed pathway is used for external water under high pressure, gas or high water-cement ratio cement paste, and sebific duct is used for external water under high pressure mud.
Preferably, described drill bit is connected with adopting pin between drilling rod, is convenient to disassembled for transport.
The beneficial effects of the utility model are: the utility model offers passage and sebific duct in drilling rod inside, and water under high pressure mud is sprayed in drill bit, can the broken drill bit position soil body, and make soil structures loose, drill bit creeps into easier; Water under high pressure (high pressure gas or high water-cement ratio cement paste) sprays by nozzle, the soil body around broken agitation pile, make surrounding soil loosely organized, the cement-soil fluid stirred can flow rapidly in the hole of surrounding soil structure, reduces the displacement soil of three axes agitating pile; Water under high pressure (high pressure gas and water under high pressure mud) impacts surrounding soil, and cause soil structures to loosen, grout mixing expands, and under the dynamic action of drill bit, cement grout and soil body uniform stirring, pile quality is reliable, and stagnant water effect is good.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of triaxial cement mixing pile pile-forming equipment one of the utility model preferred embodiment;
Fig. 2 is E-E schematic cross-section in shown Fig. 1;
Fig. 3 is the sectional drawing of shown Fig. 1;
Fig. 4 is D part close-up schematic view in shown Fig. 3;
In accompanying drawing, the mark of each parts is as follows: 1, drill bit, and 2, drilling rod, 3, helical blade, 4, feed tube, 5, feed pathway, 6, inlet channel, 7, valve, 8, nozzle A, 9, nozzle B, 10, pin.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is described in detail, to make advantage of the present utility model and feature can be easier to be readily appreciated by one skilled in the art, thus more explicit defining is made to protection domain of the present utility model.
Refer to Fig. 1 to Fig. 4, the utility model embodiment comprises:
A kind of triaxial cement mixing pile pile-forming equipment, comprise three drilling rods 2, a drill bit 1 is provided with separately in the bottom of every root drilling rod 2, some helical blades 3 are evenly provided with from top to bottom outside the shaft of every root drilling rod 2, an inlet channel 6 is offered in the inside of intermediate drill 2, described inlet channel 6 comprises a valve 7, described valve 7 is arranged at corresponding drill bit 1 end, a feed pathway 5 is offered respectively in the inside of both sides drilling rod 2, one feed tube 4 is set respectively in described feed pathway 5, described feed pathway 5 comprises nozzle A8, described nozzle A8 is arranged at corresponding drill bit 1 end, described feed tube 4 comprises nozzle B 9, described nozzle B 9 is arranged at corresponding drill bit 1 end, the position of described nozzle B 9 is lower than the position of described nozzle A8.
The utility model is transformed former three axes agitating pile pile-forming equipment, and wherein two drilling rods in outside transform whitewashing shaft as, and intermediate drill transform jet shaft as, and the slurry pressure of outside whitewashing shaft is less, and jet shaft whiff pressure is larger; Offer feed pathway by the drilling rod of two, outside whitewashing shaft, and feed tube is set in feed pathway, drilling rod superstructure is improved, makes it have two interfaces, access water under high pressure and water under high pressure mud respectively; In outside, the drill tip of two whitewashing shafts offers nozzle, makes its three axes agitating pile machine inject water under high pressure mud and water under high pressure while creeping into, adopts pile-forming equipment of the present utility model, and pile quality is reliable, and pile efficiency is high.
As Fig. 4, described drill bit 1 is connected with adopting pin 10 between drilling rod 2, when transporting, drill bit 1 and drilling rod 2 can be split transport; Use to job site pin 10 by drill bit 1 and drilling rod 2 assembly and connection again, be convenient to transport.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (3)
1. a triaxial cement mixing pile pile-forming equipment, comprise three drilling rods, a drill bit is provided with separately in the bottom of every root drilling rod, some helical blades are evenly provided with from top to bottom outside the shaft of every root drilling rod, it is characterized in that, an inlet channel is offered in the inside of intermediate drill, described inlet channel comprises a valve, described valve is arranged at corresponding drill tip, a feed pathway is offered respectively in the inside of both sides drilling rod, in described feed pathway, a feed tube is set respectively, described feed pathway comprises nozzle A, described nozzle A is arranged at corresponding drill tip, described feed tube comprises nozzle B, described nozzle B is arranged at corresponding drill tip, the position of described nozzle B is lower than the position of described nozzle A.
2. a kind of triaxial cement mixing pile pile-forming equipment according to claim 1, is characterized in that, described feed tube adopts sebific duct.
3. a kind of triaxial cement mixing pile pile-forming equipment according to claim 1, is characterized in that, described drill bit is connected with adopting pin between drilling rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520155720.5U CN204491591U (en) | 2015-03-19 | 2015-03-19 | A kind of triaxial cement mixing pile pile-forming equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520155720.5U CN204491591U (en) | 2015-03-19 | 2015-03-19 | A kind of triaxial cement mixing pile pile-forming equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204491591U true CN204491591U (en) | 2015-07-22 |
Family
ID=53570892
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520155720.5U Active CN204491591U (en) | 2015-03-19 | 2015-03-19 | A kind of triaxial cement mixing pile pile-forming equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204491591U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106223345A (en) * | 2016-09-14 | 2016-12-14 | 上海强劲地基工程股份有限公司 | A kind of length interleaved formula Soil-cement piling wall construction equipment and construction method |
CN107023265A (en) * | 2016-02-01 | 2017-08-08 | 周兆弟 | A kind of stake driver drilling rod and combinations thereof |
CN107366507A (en) * | 2016-05-13 | 2017-11-21 | 周兆弟 | One kind opens rock drill bit |
CN107964974A (en) * | 2017-12-21 | 2018-04-27 | 泛华建设集团有限公司 | A kind of water-stop curtain constructing device and its construction method |
-
2015
- 2015-03-19 CN CN201520155720.5U patent/CN204491591U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107023265A (en) * | 2016-02-01 | 2017-08-08 | 周兆弟 | A kind of stake driver drilling rod and combinations thereof |
CN107366507A (en) * | 2016-05-13 | 2017-11-21 | 周兆弟 | One kind opens rock drill bit |
CN106223345A (en) * | 2016-09-14 | 2016-12-14 | 上海强劲地基工程股份有限公司 | A kind of length interleaved formula Soil-cement piling wall construction equipment and construction method |
CN107964974A (en) * | 2017-12-21 | 2018-04-27 | 泛华建设集团有限公司 | A kind of water-stop curtain constructing device and its construction method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204491591U (en) | A kind of triaxial cement mixing pile pile-forming equipment | |
CN201826303U (en) | Long-spiral high/low-pressure multi-pipe self-drilling type mixing jet grouting pile forming device | |
CN101560765A (en) | Underground continuous wall construction technique of multi-spindle long spiral drill pipe occluding pile | |
CN102286984A (en) | Water-stop curtain and construction method thereof | |
CN204253056U (en) | A kind of shield machine export & import reinforcing structure | |
CN101498220B (en) | Vertical shaft working surface artesian flow sand layer slurry protecting rotary spraying grouting process | |
CN201883435U (en) | Preburied pipe pile grouting device | |
CN103114599A (en) | Deep foundation pit sealed precipitation device and construction method thereof | |
CN202194149U (en) | Water-proof curtain | |
CN107268688A (en) | I-shaped steel joint of diaphragm wall reinforces the construction method of sealing | |
CN201704688U (en) | Double sleeve for cast-in-situ bored pile capable of isolating pile-earth contact | |
CN105909265B (en) | Pass through the anti-protuberance retrusive deep hole grouting system and method for existing shield tunnel | |
CN108824471A (en) | A kind of deep water drift net multi-column pier foundation and its construction method | |
CN205502024U (en) | Arch combination envelope that can partially retrieve | |
CN205369234U (en) | Freeze high pressure jet grouting pile | |
CN105297737B (en) | A kind of bag type paste miniature pressure bearing pile of controllable range of grouting | |
CN207260138U (en) | Drill rod of high-pressure jet grouting stirring bearing pile and device with drill rod | |
CN104674797A (en) | Construction method for five-shaft cement mixing pile without squeezing soil | |
CN107700508A (en) | A kind of shaped steel stirs the construction method of water spray soil curtain support pile | |
CN201459708U (en) | Rotatable multi-shaft drill hole irrigation concrete occlusion guard post wall | |
CN111022097A (en) | Construction method of spiral anchor and cement mixing pile construction all-in-one machine | |
CN203878590U (en) | Post-reinforcement structure for cast-in-place piles | |
CN201078234Y (en) | Integral hydraulic pressure steel sheet piling curtain of vertical shaft construction overflowing sand bed | |
CN207092118U (en) | A kind of top carries the caisson composite foundation of oblique anchor pole | |
CN203113361U (en) | Deep foundation pit sealing precipitation device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: Suzhou District South East Suzhou city Jiangsu province 215000 New Building No. 10 Patentee after: Jiangsu Academy of building Limited by Share Ltd Address before: Suzhou District South East Suzhou city Jiangsu province 215000 No. 10 (new building) Patentee before: Jiangsu Jianyuan Construction Co., Ltd. |