CN105586942A - Locking device for regular-hexagon piles and pi piles - Google Patents
Locking device for regular-hexagon piles and pi piles Download PDFInfo
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- CN105586942A CN105586942A CN201610123011.8A CN201610123011A CN105586942A CN 105586942 A CN105586942 A CN 105586942A CN 201610123011 A CN201610123011 A CN 201610123011A CN 105586942 A CN105586942 A CN 105586942A
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- gearbox
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- 239000002689 soil Substances 0.000 claims abstract description 46
- 239000004568 cement Substances 0.000 claims abstract description 30
- 230000005540 biological transmission Effects 0.000 claims description 73
- 238000003756 stirring Methods 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 19
- 238000005520 cutting process Methods 0.000 claims description 13
- 230000009183 running Effects 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 9
- 238000005553 drilling Methods 0.000 claims description 9
- 238000007514 turning Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 238000003754 machining Methods 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 description 1
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
- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK 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
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a locking device for regular-hexagon piles and pi piles. The locking device comprises a pi pile forming machine and a regular-hexagon pile forming machine. A plurality of cement soil pi piles are manufactured, and every two adjacent pi piles are spaced at the interval of one regular-hexagon clearance. When the cement soil strength of the pi piles on the two sides reaches a certain degree, one concrete regular-hexagon pile is manufactured by the regular-hexagon pile forming machine in the regular-hexagon clearance between every two pi piles according to the operating mode of the regular-hexagon pile forming machine, and in this way, a piling wall in which the multiple cement soil pi piles and the concrete regular-hexagon piles between every two pi piles are locked by one another is formed and used for soil retaining and seepage preventing of building foundations.
Description
Technical field
The present invention relates to a kind of lock catch device, the regular hexagon stake particularly using in a kind of foundation engineering and π stake lock catch device.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, the pile body that the Soil-cement rig of other pattern becomes is all the assembly of multiple soil cement cylinders, is not the piling wall of soil cement π stake and the mutual fore shaft of concrete regular hexagon stake.
Summary of the invention
The present invention has made up above shortcoming, and a kind of regular hexagon stake and the π stake lock catch device that can manufacture soil cement π stake and the mutual fore shaft of concrete regular hexagon stake is provided.
The present invention is achieved through the following technical solutions:
A kind of regular hexagon stake and π stake lock catch device, comprise π stake pile-formation machine and regular hexagon stake pile-formation machine.
π stake pile-formation machine comprises following structure: the right part back that the left part back of transverse arm one is fixed with transverse arm two, transverse arm one is fixed with transverse arm three, transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, the front end of transverse arm two is fixed in the lower end of pressure rod one, and the front end of transverse arm three is fixed in the lower end of pressure rod two, the middle lower portion of transverse arm one is fixed with column one, the lower end of column one is fixed with motor one, the lower end of motor one is fixed with gearbox one, in the middle of the left part of transverse arm one, lower end is fixed with column two, the lower end of column two is fixed with gearbox two, the left end bottom of transverse arm one is fixed with column four, the lower end of column four is fixed with gearbox four, in the middle of the right part of transverse arm one, lower end is fixed with column three, the lower end of column three is fixed with gearbox three, the right-hand member bottom of transverse arm one is fixed with column five, the lower end of column five is fixed with gearbox five, the rear end lower of transverse arm two is fixed with column six, the lower end of column six is fixed with gearbox six, the rear end lower of transverse arm three is fixed with column seven, the lower end of column seven is fixed with gearbox seven, the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit one, between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, be respectively equipped with a power transmission shaft one between gearbox three and gearbox seven, a link arm is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter one, a power transmission shaft two is exported respectively in the right back of gearbox five and right front, and these each power transmission shaft two right-hand members are fixed respectively a triangular knife one, a power transmission shaft three of right-hand member output of gearbox five, and the right-hand member of this power transmission shaft three is fixed one and is stirred cutter two, a power transmission shaft two is exported respectively in the left back of gearbox four and left front, and these each power transmission shaft two left ends are fixed respectively a triangular knife one, a power transmission shaft three of left end output of gearbox four, and the left end of this power transmission shaft three is fixed one and is stirred cutter two.
Regular hexagon stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of pressure rod three, and motor two lower ends are provided with driving box, and the output shaft of driving box lower end is fixed with drill bit two; The left end of driving box, left back end, left front end, right-hand member, right rear end, right front ends are exported respectively a turning cylinder, and a triangular knife two is fixed respectively in the outer end of each turning cylinder.
The present invention has following feature:
The present invention can manufacture the piling wall of soil cement π stake and the mutual fore shaft of concrete regular hexagon stake, for gear soil, the antiseepage of building foundation.
Brief description of the drawings
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of π stake pile-formation machine;
Fig. 2 is that A-A of Fig. 1 is to view;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is that C-C of Fig. 1 is to view;
Fig. 5 is the structural representation of regular hexagon stake pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of π stake and regular hexagon stake fore shaft.
In figure: 1, pressure rod one, 2, pressure rod two, 3, gearbox one, 4, gearbox two, 5, gearbox three, 6, gearbox four, 7, gearbox five, 8, power transmission shaft one, 9, stir cutter one, 10, column one, 11, motor one, 12, drilling rod, 13, drill bit one, 14, power transmission shaft two, 15, triangular knife one, 16, transverse arm one, 17, column two, 18, column three, 19, column four, 20, column five, 21, transverse arm two, 22, transverse arm three, 23, column six, 24, column seven, 25, gearbox six, 26, gearbox seven, 27, link arm, 28, power transmission shaft three, 29, stir cutter two, 31, pressure rod three, 32, motor two, 33, driving box, 34, drill bit two, 35, turning cylinder, 36, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises π stake pile-formation machine and regular hexagon stake pile-formation machine.
π stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the right part back that the left part back of transverse arm 1 is fixed with transverse arm 2 21, transverse arm one is fixed with transverse arm 3 22, transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, the front end of transverse arm two is fixed in the lower end of pressure rod 1, and the front end of transverse arm three is fixed in the lower end of pressure rod 22, the middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 1, the lower end of motor one is fixed with gearbox 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with gearbox 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with gearbox 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with gearbox 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with gearbox 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with gearbox 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with gearbox 7 26, the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 1, between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, be respectively equipped with a power transmission shaft 1 between gearbox three and gearbox seven, a link arm 27 is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter 1, a power transmission shaft 2 14 is exported respectively in the right back of gearbox five and right front, and these each power transmission shaft two right-hand members are fixed respectively a triangular knife 1, a power transmission shaft 3 28 of right-hand member output of gearbox five, and the right-hand member of this power transmission shaft three is fixed one and is stirred cutter 2 29, a power transmission shaft 2 14 is exported respectively in the left back of gearbox four and left front, and these each power transmission shaft two left ends are fixed respectively a triangular knife 1, a power transmission shaft 3 28 of left end output of gearbox four, and the left end of this power transmission shaft three is fixed one and is stirred cutter 2 29.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox two differs certain angle in rotation, in rotation, is independent of each other mutually.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox three differs certain angle in rotation, in rotation, is independent of each other mutually.
The specific works mode of π stake pile-formation machine is as follows: π stake pile-formation machine is provided with grouting pump, when work, grouting pump is to each drill bit one injected water mud respectively, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives respectively gearbox two and gearbox three runnings, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives respectively gearbox four and gearbox six runnings, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives respectively gearbox five and gearbox seven runnings, gearbox five drives respectively the power transmission shaft two of right back and the power transmission shaft two of right front relative to synchronously rotating in operation process, gearbox five drives power transmission shaft three rotations of right-hand member simultaneously, gearbox four drives respectively the power transmission shaft two of left back and the power transmission shaft two of left front relative to synchronously rotating in operation process, and gearbox four drives power transmission shaft three rotations of left end simultaneously, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit one to rotate by the drilling rod of its lower end respectively, and seven drill bits one stir the soil cutting of its lower end and cement mortar in rotation, six power transmission shafts one drive respectively two link arms drives on each power transmission shaft one to stir cutter one around power transmission shaft one rotation in rotation, stir cutter one and in rotation, the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals and cement mortar are stirred, two power transmission shafts two of right-hand member drive respectively triangular knife one rotation on the power transmission shaft two of right-hand member in rotation, what the power transmission shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, the triangular knife one of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two power transmission shafts two of left end drive respectively triangular knife one rotation on the power transmission shaft two of left end in rotation, what the power transmission shaft three of left end drove left end in rotation stirs cutter two rotations, the triangular knife one of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, pressure rod one, pressure rod two are compressed into process and are formed two ends, a left and right respectively with recessed trapezoidal soil cement π stake downwards.
Regular hexagon stake pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: the upper end of the lower end fixed motor 2 32 of pressure rod 3 31, and motor two lower ends are provided with driving box 33, and the output shaft of driving box lower end is fixed with drill bit 2 34; The left end of driving box, left back end, left front end, right-hand member, right rear end, right front ends are exported respectively a turning cylinder 35, and a triangular knife 2 36 is fixed respectively in the outer end of each turning cylinder.
The specific works mode of regular hexagon stake pile-formation machine is as follows: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives driving box running, driving box drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Driving box drives respectively the turning cylinder of left end, left back end, left front end, right-hand member, right rear end, right front ends to drive respectively triangular knife two rotations in operation process, six triangular knifes two in rotary course by the soil cutting at six angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and pressure rod three forms regular hexagon hole in the process of compressing into, casting concrete, the stake of formation concrete regular hexagon in this regular hexagon hole.
After two π stake left and right are involutory, recessed trapezoidal to a synthetic regular hexagon to joint close the right and left.
π stake pile-formation machine and regular hexagon stake pile-formation machine associated working process are as follows: in the original position that needs pile axis, manufacture soil cement π stake according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, second soil cement π stake is manufactured on right side in this π stake, recessed trapezoidal involutory recessed trapezoidal in first soil cement π stake right-hand member that makes second soil cement π stake left end, so manufactures the multiple soil cement π stake that accompanies a regular hexagon gap between every two adjacent π stakes, when the soil cement intensity of the π on both sides stake reaches a timing, again in the regular hexagon gap between every two π stakes, manufacture the stake of a concrete regular hexagon according to the working method of above-mentioned regular hexagon stake pile-formation machine with regular hexagon stake pile-formation machine, what make concrete regular hexagon stake left end between every two soil cement π stake protruding is trapezoidally fit to the recessed trapezoidal of left side π stake right-hand member, on the right of protruding trapezoidal being fit to of concrete regular hexagon stake right-hand member, soil cement π stake left end is recessed trapezoidal, so form the piling wall of the mutual fore shaft of concrete regular hexagon stake between multiple soil cement π stake and every two π stakes, for the gear soil of building foundation, antiseep.
Claims (4)
1. regular hexagon stake and a π stake lock catch device, comprises π stake pile-formation machine and regular hexagon stake pile-formation machine, it is characterized in that:
The concrete structure of π stake pile-formation machine comprises: the right part back that the left part back of transverse arm one (16) is fixed with transverse arm two (21), transverse arm one is fixed with transverse arm three (22), transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, the front end of transverse arm two is fixed in the lower end of pressure rod one (1), and the front end of transverse arm three is fixed in the lower end of pressure rod two (2), the middle lower portion of transverse arm one is fixed with column one (10), the lower end of column one is fixed with motor one (11), the lower end of motor one is fixed with gearbox one (3), in the middle of the left part of transverse arm one, lower end is fixed with column two (17), the lower end of column two is fixed with gearbox two (4), the left end bottom of transverse arm one is fixed with column four (19), the lower end of column four is fixed with gearbox four (6), in the middle of the right part of transverse arm one, lower end is fixed with column three (18), the lower end of column three is fixed with gearbox three (5), the right-hand member bottom of transverse arm one is fixed with column five (20), the lower end of column five is fixed with gearbox five (7), the rear end lower of transverse arm two is fixed with column six (23), the lower end of column six is fixed with gearbox six (25), the rear end lower of transverse arm three is fixed with column seven (24), the lower end of column seven is fixed with gearbox seven (26), the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is respectively equipped with a drill bit one (13), between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, be respectively equipped with a power transmission shaft one (8) between gearbox three and gearbox seven, a link arm (27) is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter one (9), a power transmission shaft two (14) is exported respectively in the right back of gearbox five and right front, these each power transmission shaft two right-hand members are fixed respectively a triangular knife one (15), a power transmission shaft three (28) of right-hand member output of gearbox five, the right-hand member of this power transmission shaft three is fixed one and is stirred cutter two (29), a power transmission shaft two (14) is exported respectively in the left back of gearbox four and left front, these each power transmission shaft two left ends are fixed respectively a triangular knife one (15), a power transmission shaft three (28) of left end output of gearbox four, the left end of this power transmission shaft three is fixed one and is stirred cutter two (29),
The specific works mode of π stake pile-formation machine: when the work of π stake pile-formation machine, grouting pump is to each drill bit one injected water mud respectively, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives respectively gearbox two and gearbox three runnings, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives respectively gearbox four and gearbox six runnings, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives respectively gearbox five and gearbox seven runnings, gearbox five drives respectively the power transmission shaft two of right back and the power transmission shaft two of right front relative to synchronously rotating in operation process, gearbox five drives power transmission shaft three rotations of right-hand member simultaneously, gearbox four drives respectively the power transmission shaft two of left back and the power transmission shaft two of left front relative to synchronously rotating in operation process, and gearbox four drives power transmission shaft three rotations of left end simultaneously, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit one to rotate by the drilling rod of its lower end respectively, and seven drill bits one stir the soil cutting of its lower end and cement mortar in rotation, six power transmission shafts one drive respectively two link arms drives on each power transmission shaft one to stir cutter one around power transmission shaft one rotation in rotation, stir cutter one and in rotation, the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals and cement mortar are stirred, two power transmission shafts two of right-hand member drive respectively triangular knife one rotation on the power transmission shaft two of right-hand member in rotation, what the power transmission shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, the triangular knife one of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two power transmission shafts two of left end drive respectively triangular knife one rotation on the power transmission shaft two of left end in rotation, what the power transmission shaft three of left end drove left end in rotation stirs cutter two rotations, the triangular knife one of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, pressure rod one, pressure rod two are compressed into process and are formed two ends, a left and right respectively with recessed trapezoidal soil cement π stake downwards,
The concrete structure of regular hexagon stake pile-formation machine comprises: the upper end of the lower end fixed motor 2 32 of pressure rod 3 31, and motor two lower ends are provided with driving box 33, and the output shaft of driving box lower end is fixed with drill bit 2 34; The left end of driving box, left back end, left front end, right-hand member, right rear end, right front ends are exported respectively a turning cylinder 35, and a triangular knife 2 36 is fixed respectively in the outer end of each turning cylinder;
The specific works mode of regular hexagon stake pile-formation machine: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives driving box running, driving box drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Driving box drives respectively the turning cylinder of left end, left back end, left front end, right-hand member, right rear end, right front ends to drive respectively triangular knife two rotations in operation process, six triangular knifes two in rotary course by the soil cutting at six angles; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and pressure rod three forms regular hexagon hole in the process of compressing into, casting concrete, the stake of formation concrete regular hexagon in this regular hexagon hole;
π stake pile-formation machine and regular hexagon stake pile-formation machine associated working process: in the original position that needs pile axis, manufacture soil cement π stake according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, second soil cement π stake is manufactured on right side in this π stake, recessed trapezoidal involutory recessed trapezoidal in first soil cement π stake right-hand member that makes second soil cement π stake left end, so manufactures the multiple soil cement π stake that accompanies a regular hexagon gap between every two adjacent π stakes, when the soil cement intensity of the π on both sides stake reaches a timing, again in the regular hexagon gap between every two π stakes, manufacture the stake of a concrete regular hexagon according to the working method of above-mentioned regular hexagon stake pile-formation machine with regular hexagon stake pile-formation machine, what make concrete regular hexagon stake left end between every two soil cement π stake protruding is trapezoidally fit to the recessed trapezoidal of left side π stake right-hand member, on the right of protruding trapezoidal being fit to of concrete regular hexagon stake right-hand member, soil cement π stake left end is recessed trapezoidal, so form the piling wall of the mutual fore shaft of concrete regular hexagon stake between multiple soil cement π stake and every two π stakes, for the gear soil of building foundation, antiseep.
2. regular hexagon stake according to claim 1 and π stake lock catch device, is characterized in that: the cutter one that stirs on left and right, rear three power transmission shafts one of gearbox two of π stake pile-formation machine differs certain angle in rotation, in rotation, is independent of each other mutually.
3. regular hexagon stake according to claim 1 and π stake lock catch device, is characterized in that: the cutter one that stirs on left and right, rear three power transmission shafts one of gearbox three of π stake pile-formation machine differs certain angle in rotation, in rotation, is independent of each other mutually.
4. regular hexagon stake according to claim 1 and π stake lock catch device, is characterized in that: after two π stake left and right are involutory, and recessed trapezoidal to a synthetic regular hexagon to joint close the right and left.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123011.8A CN105586942A (en) | 2016-03-04 | 2016-03-04 | Locking device for regular-hexagon piles and pi piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123011.8A CN105586942A (en) | 2016-03-04 | 2016-03-04 | Locking device for regular-hexagon piles and pi piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586942A true CN105586942A (en) | 2016-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610123011.8A Pending CN105586942A (en) | 2016-03-04 | 2016-03-04 | Locking device for regular-hexagon piles and pi piles |
Country Status (1)
| Country | Link |
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| CN (1) | CN105586942A (en) |
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| KR20130094449A (en) * | 2012-02-16 | 2013-08-26 | 노지연 | Apparatus and method for continuous hole drilling |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T-shaped stirring drilling machine |
| CN104727313A (en) * | 2015-04-12 | 2015-06-24 | 张璐 | Four-end stirring drill rig |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2016
- 2016-03-04 CN CN201610123011.8A patent/CN105586942A/en active Pending
Patent Citations (6)
| 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 |
| KR20130094449A (en) * | 2012-02-16 | 2013-08-26 | 노지연 | Apparatus and method for continuous hole drilling |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T-shaped stirring drilling machine |
| CN104727313A (en) * | 2015-04-12 | 2015-06-24 | 张璐 | Four-end stirring drill rig |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20160518 |