CN105569023A - Circular arc socket connection device of cross-shaped piles and circular piles - Google Patents
Circular arc socket connection device of cross-shaped piles and circular piles Download PDFInfo
- Publication number
- CN105569023A CN105569023A CN201610095850.3A CN201610095850A CN105569023A CN 105569023 A CN105569023 A CN 105569023A CN 201610095850 A CN201610095850 A CN 201610095850A CN 105569023 A CN105569023 A CN 105569023A
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- transmission case
- cross
- pile
- fixed
- forming machine
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a circular arc socket connection device of cross-shaped piles and circular piles. The circular arc socket connection device comprises a cross-shaped pile forming machine and a circular pile forming machine. The technical scheme lies in that a plurality of concrete cross-shaped piles with the interval of a circular pile are manufactured; when the strength of concrete of the cross-shaped piles on the two sides reaches certain strength, a cemented soil circular pile is manufactured in the interval between every two cross-shaped piles through utilizing the circular pile forming machine according to the working mode of the circular pile forming machine; and a convex circular arc of the circular pile is enabled to fit a concave circular arc of the cross-shaped piles on the left and right sides, so that a piling wall which achieves mutual circular arc socket connection of a plurality of concrete cross-shaped piles and the cemented soil circular arc pile between every two concrete cross-shaped piles and is used for soil blocking and leakage prevention of building foundations is formed.
Description
Technical field
The present invention relates to the cross pile and circle stake circular arc docking device that use in a kind of circular arc docking device, particularly a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the stake of concrete cross and the mutual grafting piling wall of cement-soil circle stake.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of cross pile and the circle stake circular arc docking device that can manufacture concrete cross pile body and the mutual circular arc grafting of cement-soil circle pile body.
The present invention is achieved through the following technical solutions:
A kind of cross pile and circle stake circular arc docking device, comprise cross pile pile forming machine and circle stake pile forming machine.
Cross pile pile forming machine comprises following structure: compress into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; Compress into bar one bottom left end and be fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, compress into bar one bottom right-hand member and be fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, compress into bar one lower front part and be fixed with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with transmission case three, compress into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with transmission case four; The lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod, and each drilling rod lower end fixes a drill bit one respectively; Be connected with one respectively between transmission case five and transmission case one, between transmission case five and transmission case two and turn round axle one, be connected with one respectively between transmission case five and transmission case three, between transmission case five and transmission case four and turn round axle two, each both sides turning round axle one are respectively equipped with one and stir cutter one, each stir that cutter one is fixed on its place by a tool arm turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter two, each stir that cutter two is fixed on its place by a tool arm turn round axle two; The right back of transmission case two and right front export one respectively and turn round axle three, and this each right-hand member turning round axle three fixes a recessed dise knife respectively; The left back of transmission case one and left front export one respectively and turn round axle three, and this each left end turning round axle three fixes a recessed dise knife respectively.
Circle stake pile forming machine comprises following structure: the upper end of compressing into the lower end fixed motor two of bar two, the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall of concrete cross pile body and the mutual circular arc grafting of cement-soil circle pile body, for gear soil, the antiseepage of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front elevation drawing of cross pile pile forming machine;
Fig. 2 is the rear elevation of cross pile pile forming machine;
Fig. 3 is A-A direction view of Fig. 1;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is the structural representation of circle stake pile forming machine;
Fig. 6 is the cross-sectional view of cross pile and the grafting of circle stake circular arc.
In figure: 1, compress into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit one, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stir cutter two, 23, turn round axle three, 24, recessed dise knife; 31, compress into bar two, 32, motor two, 33, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises cross pile pile forming machine and circle stake pile forming machine.
Cross pile pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: compress into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53, compress into bar one bottom left end and be fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, compress into bar one bottom right-hand member and be fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, compress into bar one lower front part and be fixed with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, compress into rear end, bar one bottom and be fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19, the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod 12, and each drilling rod lower end fixes a drill bit 1 respectively, be connected with one respectively between transmission case five and transmission case one, between transmission case five and transmission case two and turn round axle 1, be connected with one respectively between transmission case five and transmission case three, between transmission case five and transmission case four and turn round axle 2 20, each both sides turning round axle one are respectively equipped with one and stir cutter 1, each stir that cutter one is fixed on its place by a tool arm 21 turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter 2 22, each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front export one respectively and turn round axle 3 23, and this each right-hand member turning round axle three fixes a recessed dise knife 24 respectively, the left back of transmission case one and left front export one respectively and turn round axle 3 23, and this each left end turning round axle three fixes a recessed dise knife 24 respectively.
The specific works mode of cross pile pile forming machine is as follows: pile frame is also provided with provisions for grouting, during work, provisions for grouting pours into water under high pressure respectively to each drill bit one, compress into bar one during work to apply downward to compress into power, motor one drives transmission case five running, on-stream two rotations turning round axle one by left and right of transmission case five drive transmission case one and transmission case two running respectively, and on-stream two rotations turning round axle two by front and back of transmission case five drive transmission case three and transmission case four running respectively; Transmission case two drives two of right-hand member to turn round axle three to drive the recessed dise knife of right-hand member to rotate in operation process; Transmission case one drives two of left end to turn round axle three to drive the recessed dise knife of left end to rotate in operation process; An on-stream drill bit one rotation driven respectively by the drilling rod of under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two and stir cutter one rotation respectively by the tool arm drive on it in rotation, turn round axle two for two and stir cutter two rotation respectively by the tool arm drive on it in rotation; Five drill bits one by the soil cutting of its underpart, stir cutter one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right in rotation; Stir cutter two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals; The soil cutting of right-hand member is become concave arc by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end is become concave arc by two recessed dise knifes of left end in rotation; The soil body machined away is mixed in mud, and mud flows out from cross bore, compresses into bar one and compresses into process formation about one two ends downwards respectively with the cross bore of concave arc, concreting, formation concrete cross pile in this cross bore.
Circle stake pile forming machine comprises the structure in Fig. 5; Concrete structure is as follows: the upper end of compressing into the lower end fixed motor 2 32 of bar 2 31, and the output shaft of motor two lower end is fixed with drill bit 2 33.
The specific works mode of circle stake pile forming machine is as follows: during work, grout pump is to drill bit two grout injection, motor two drives drill bit two rotation, the soil cutting of drill bit two lower end and cement paste stir by drill bit two in rotary course, compress into bar two compress into downwards process formed cement-soil circle stake.
The concave arc at two ends, cross pile left and right matches with the dome arc of circle stake.
Cross pile pile forming machine is as follows with circle stake pile forming machine associated working process: first in the original position needing pile axis, a concrete cross pile is manufactured according to the working method of above-mentioned cross pile pile forming machine with cross pile pile forming machine, on the right side of this cross pile, the distance of the round stake in one, interval manufactures second concrete cross pile again, so manufacture the round pilespacing in one, multiple interval from multiple concrete cross piles; When the concrete strength of the cross pile on both sides reaches some strength, the stake of a cement-soil circle is manufactured according to the working method of above-mentioned round stake pile forming machine in spacing again between every two cross piles, with circle stake pile forming machine, the dome arc of circle stake is made to be fit to the concave arc of the right and left cross pile, the piling wall of the mutual circular arc grafting of cement-soil circle stake between formation like this multiple concrete cross pile and every two concrete cross piles, for gear soil, the antiseep of building foundation.
Claims (2)
1. cross pile and a circle stake circular arc docking device, comprises cross pile pile forming machine and circle stake pile forming machine, it is characterized in that:
The concrete structure of cross pile pile forming machine comprises: compress into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3), compress into bar one bottom left end and be fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), compress into bar one bottom right-hand member and be fixed with cross bar two (7), cross bar two right-hand member bottom is fixed with armstand two (11), armstand two lower end is fixed with transmission case two (5), compress into bar one lower front part and be fixed with cross bar three (14), cross bar three front lower portion is fixed with armstand three (15), armstand three lower end is fixed with transmission case three (16), compress into rear end, bar one bottom and be fixed with cross bar four (17), cross bar four rear end lower is fixed with armstand four (18), armstand four lower end is fixed with transmission case four (19), the lower end of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five is respectively equipped with a drilling rod (12), and each drilling rod lower end fixes a drill bit one (13) respectively, be connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turn round axle one (8), be connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turn round axle two (20), each both sides turning round axle one are respectively equipped with one and stir cutter one (9), each stir that cutter one is fixed on its place by a tool arm (21) turn round axle one, each both sides turning round axle two are respectively equipped with one and stir cutter two (22), each stir that cutter two is fixed on its place by a tool arm turn round axle two, the right back of transmission case two and right front export one respectively and turn round axle three (23), and this each right-hand member turning round axle three fixes a recessed dise knife (24) respectively, the left back of transmission case one and left front export one respectively and turn round axle three (23), and this each left end turning round axle three fixes a recessed dise knife (24) respectively,
The specific works mode of cross pile pile forming machine: during work, provisions for grouting pours into water under high pressure respectively to each drill bit one, compress into bar one during work to apply downward to compress into power, motor one drives transmission case five running, on-stream two rotations turning round axle one by left and right of transmission case five drive transmission case one and transmission case two running respectively, and on-stream two rotations turning round axle two by front and back of transmission case five drive transmission case three and transmission case four running respectively; Transmission case two drives two of right-hand member to turn round axle three to drive the recessed dise knife of right-hand member to rotate in operation process; Transmission case one drives two of left end to turn round axle three to drive the recessed dise knife of left end to rotate in operation process; An on-stream drill bit one rotation driven respectively by the drilling rod of under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two and stir cutter one rotation respectively by the tool arm drive on it in rotation, turn round axle two for two and stir cutter two rotation respectively by the tool arm drive on it in rotation; Five drill bits one by the soil cutting of its underpart, stir cutter one in rotation process by the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right in rotation; Stir cutter two in rotation process by the unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals; The soil cutting of right-hand member is become concave arc by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end is become concave arc by two recessed dise knifes of left end in rotation; The soil body machined away is mixed in mud, and mud flows out from cross bore, compresses into bar one and compresses into process formation about one two ends downwards respectively with the cross bore of concave arc, concreting, formation concrete cross pile in this cross bore;
The concrete structure of circle stake pile forming machine comprises: the upper end of compressing into the lower end fixed motor 2 32 of bar 2 31, and the output shaft of motor two lower end is fixed with drill bit 2 33;
The specific works mode of circle stake pile forming machine is: during work, grout pump is to drill bit two grout injection, motor two drives drill bit two rotation, the soil cutting of drill bit two lower end and cement paste stir by drill bit two in rotary course, compress into bar two compress into downwards process formed cement-soil circle stake;
Cross pile pile forming machine and circle stake pile forming machine associated working process: first in the original position needing pile axis, a concrete cross pile is manufactured according to the working method of above-mentioned cross pile pile forming machine with cross pile pile forming machine, on the right side of this cross pile, the distance of the round stake in one, interval manufactures second concrete cross pile again, so manufacture the round pilespacing in one, multiple interval from multiple concrete cross piles; When the concrete strength of the cross pile on both sides reaches some strength, the stake of a cement-soil circle is manufactured according to the working method of above-mentioned round stake pile forming machine in spacing again between every two cross piles, with circle stake pile forming machine, the dome arc of circle stake is made to be fit to the concave arc of the right and left cross pile, the piling wall of the mutual circular arc grafting of cement-soil circle stake between formation like this multiple concrete cross pile and every two concrete cross piles, for gear soil, the antiseep of building foundation.
2. cross pile according to claim 1 and circle stake circular arc docking device, is characterized in that: the concave arc at two ends, cross pile left and right matches with the dome arc of circle stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095850.3A CN105569023A (en) | 2016-02-22 | 2016-02-22 | Circular arc socket connection device of cross-shaped piles and circular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610095850.3A CN105569023A (en) | 2016-02-22 | 2016-02-22 | Circular arc socket connection device of cross-shaped piles and circular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105569023A true CN105569023A (en) | 2016-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610095850.3A Withdrawn CN105569023A (en) | 2016-02-22 | 2016-02-22 | Circular arc socket connection device of cross-shaped piles and circular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105569023A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569025A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc connection device of cross-shaped piles and circular piles |
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
| CN105569025A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc connection device of cross-shaped piles and circular piles |
-
2016
- 2016-02-22 CN CN201610095850.3A patent/CN105569023A/en not_active Withdrawn
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105064339A (en) * | 2015-08-09 | 2015-11-18 | 刘玉燕 | Cross-shaped stirring drilling machine |
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
| CN105569025A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc connection device of cross-shaped piles and circular piles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569025A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc connection device of cross-shaped piles and circular piles |
| CN105569024A (en) * | 2016-02-22 | 2016-05-11 | 宗琪 | Circular arc socket connection device of cross-shaped piles and circular piles |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
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Application publication date: 20160511 |