CN105568996A - Y-type pile and rectangular pile ladder-type matching equipment - Google Patents
Y-type pile and rectangular pile ladder-type matching equipment Download PDFInfo
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- CN105568996A CN105568996A CN201610088792.1A CN201610088792A CN105568996A CN 105568996 A CN105568996 A CN 105568996A CN 201610088792 A CN201610088792 A CN 201610088792A CN 105568996 A CN105568996 A CN 105568996A
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- 239000002689 soil Substances 0.000 claims abstract description 51
- 239000004568 cement Substances 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000004519 manufacturing process Methods 0.000 claims abstract description 9
- 238000009826 distribution Methods 0.000 claims abstract description 7
- 239000002131 composite material Substances 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 85
- 238000003756 stirring Methods 0.000 claims description 29
- 238000005553 drilling Methods 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 12
- 230000001413 cellular effect Effects 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
- 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
-
- 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
- E02D2200/1628—Shapes rectangular
-
- 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
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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)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses Y-type pile and rectangular pile ladder-type matching equipment. The Y-type pile and rectangular pile ladder-type matching equipment comprises a Y-type pile forming machine and a rectangular pile forming machine and is used for manufacturing a pile body in which a plurality of concrete rectangular piles and a plurality of cement-soil Y-type piles are in mutual ladder-type matching and honeycomb-shaped distribution; and when both the concrete of the rectangular piles and the cement soil of the Y-type piles reach a certain intensity, vacuum water absorption and compacting are performed on a soil body inside a space, defined by the Y-type piles and the rectangular piles, with hexagonal cross sections, therefore, a compact composite foundation is formed.
Description
Technical field
The present invention relates to the Y stake used in a kind of trapezoidal occlusion equipment, particularly a kind of Foundation Design and be engaged equipment with rectangular pile is trapezoidal.
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 Y shape cement earth pile trapezoidal piling wall that be engaged mutual to rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind ofly can manufacture cement-soil Y stake and be engaged equipment with the mutual trapezoidal Y stake be engaged of concrete rectangular stake with rectangular pile is trapezoidal.
The present invention is achieved through the following technical solutions:
A kind of Y stake is engaged equipment with rectangular pile is trapezoidal, comprises Y stake pile forming machine and rectangular pile pile forming machine.
Y stake pile forming machine comprises following structure: creep into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with driver four; Creep into the left front end in bar one bottom and be fixed with pole one, the left end bottom of pole one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driver one; Creep into bar one bottom right front ends and be fixed with pole two, the right-hand member bottom of pole two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driver two; Creep into rear end, bar one bottom and be fixed with pole three, the rear end lower of pole three is fixed with vertical rod three, and the lower end of vertical rod three is fixed with driver three; The lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod, and the lower end of each drilling rod is provided with a drill bit; Be provided with a power transmission shaft one between driver four and driver one, between driver four and driver two, be provided with a power transmission shaft two, between driver four and driver three, be provided with a power transmission shaft three; Power transmission shaft one, power transmission shaft two, power transmission shaft three are positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one; Two linking arms one are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter one; The left end of driver one and the left front end of driver one export a power transmission shaft four respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft four respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft four respectively, and the outer end of each power transmission shaft four fixes a trapezoidal cutter one respectively.
Rectangular pile pile forming machine comprises following structure: creep into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end; Creep into bar two bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with driving box one, creeps into bar two bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driving box three and driving box one, between driving box three and driving box two, a linking arm two is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter two; The left end of driving box one and the right-hand member of driving box two export a driving shaft two respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a trapezoidal cutter two respectively.
The present invention has following feature:
The present invention can manufacture that cement-soil Y stake and concrete rectangular stake to be trapezoidally engaged mutually, the piling wall of cellular distribution, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front elevation drawing of Y stake pile forming machine;
Fig. 2 is the left view of Y stake 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 rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
To be Y stake trapezoidal with rectangular pile is engaged for Fig. 7, the cross-sectional view of the pile body of cellular distribution.
In figure: 1, creep into bar one, 2, motor one, 3, driver four, 4, driver one, 5, driver two, 6, pole one, 7, pole two, 8, power transmission shaft one, 9, power transmission shaft two, 10, vertical rod one, 11, vertical rod two, 12, drilling rod, 13, drill bit, 14, stir cutter one, 15, pole three, 16, vertical rod three, 17, driver three, 18, power transmission shaft three, 19, linking arm one, 21, creep into bar two, 22, motor two, 23, driving box three, 24, driving box one, 25, driving box two, 26, transverse arm one, 27, transverse arm two, 28, driving shaft one, 29, stir cutter two, 30, armstand one, 31, armstand two, 32, power transmission shaft four, 33, trapezoidal cutter one, 34, driving shaft two, 35, trapezoidal cutter two, 36, linking arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises Y stake pile forming machine and rectangular pile pile forming machine.
Y stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with driver 43; Creep into the left front end in bar one bottom and be fixed with pole 1, the left end bottom of pole one is fixed with vertical rod 1, and the lower end of vertical rod one is fixed with driver 1; Creep into bar one bottom right front ends and be fixed with pole 27, the right-hand member bottom of pole two is fixed with vertical rod 2 11, and the lower end of vertical rod two is fixed with driver 25; Creep into rear end, bar one bottom and be fixed with pole 3 15, the rear end lower of pole three is fixed with vertical rod 3 16, and the lower end of vertical rod three is fixed with driver 3 17; The lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is provided with a drill bit 13; Be provided with a power transmission shaft 1 between driver four and driver one, between driver four and driver two, be provided with a power transmission shaft 29, between driver four and driver three, be provided with a power transmission shaft 3 18; Power transmission shaft one, power transmission shaft two, power transmission shaft three are positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one; Two linking arms 1 are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter 1; The left end of driver one and the left front end of driver one export a power transmission shaft 4 32 respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft 4 32 respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft 4 32 respectively, and the outer end of each power transmission shaft four fixes a trapezoidal cutter 1 respectively.
Y stake pile forming machine specific works mode is as follows: during work, filling system is to each drill bit grout injection respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four running, and the rotating drive driver one of driver four by power transmission shaft one in operation process operates, operated by the rotating drive driver two of power transmission shaft two, by rotating drive driver three running of power transmission shaft three, the on-stream bit driven respectively by the drilling rod of under it under it of driver one, driver two, driver three, driver four, power transmission shaft one, power transmission shaft two, power transmission shaft three drive respectively by the rotation of the linking arm one on it and stir cutter one rotation in rotation, the soil cutting of its underpart and cement paste stir by each drill bit in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver one lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft one in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver two lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft two in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver three lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft three in rotation, two power transmission shafts four on driver one drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination in left front portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, two power transmission shafts four on driver two drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination of right front portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, two power transmission shafts four on driver three drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination at rear portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, creep into bar one to compress into process downwards and form left front end, right front ends and rear end respectively with recessed trapezoidal cement-soil Y stake.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: creep into bar 2 21 lower end and be fixed on motor 2 22 upper end, driving box 3 23 upper end is fixed in motor two lower end; Creep into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, the lower end of armstand one is fixed with driving box 1, creep into bar two bottom right-hand member and be fixed with transverse arm 2 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 31, and the lower end of armstand two is fixed with driving box 2 25; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 2 36 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter 2 29; The left end of driving box one and the right-hand member of driving box two export a driving shaft 2 34 respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a trapezoidal cutter 2 35 respectively.
The specific works mode of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, and driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process; Driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms two drive on each driving shaft one to stir cutter two around driving shaft one rotation respectively in rotation, stir cutter two and are cut by unhewn for drill bit between two common tangents of every two drill bit cylindricals earth in rotation process; Driving box one drives trapezoidal cutter two rotation of left end by the driving shaft two of left end, the soil cutting of left end is become convex trapezoidal by the trapezoidal cutter two of left end in rotation, driving box two drives trapezoidal cutter two rotation of right-hand member by the driving shaft two of right-hand member, the soil cutting of right-hand member is become convex trapezoidal by the trapezoidal cutter two of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two and compress into process formation about one two ends downwards respectively with convex trapezoidal rectangular opening, concreting, the stake of formation concrete rectangular in this rectangular opening.
The recessed trapezoidal of convex trapezoidal and Y stake three terminations at rectangular pile two ends is coincide.
Rectangular pile pile forming machine manufactures trapezoidal occlusion with Y stake pile forming machine, the working method of the pile body of cellular distribution is as follows: first in the position needing pile, cement-soil Y stake is manufactured according to the working method of above-mentioned Y stake pile forming machine with Y stake pile forming machine, in the left back of this cement-soil Y stake, the distance of the rectangular pile in right back and difference interval, front, manufacture the cement-soil Y stake of a back to front respectively, the distance of the rectangular pile in difference interval, three directions of angle 120 ° in the plane of each cement-soil Y stake, manufacture the cement-soil Y stake of a back to front respectively, when the soil cement intensity of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile forming machine respectively according to the working method of above-mentioned rectangular pile pile forming machine again between every two adjacent cement-soil Y stakes, make each concrete rectangular stake two ends convex trapezoidal to be fit to of the cement-soil Y stake at these rectangular pile two ends respectively recessed trapezoidal, the stake of manufacture like this multiple concrete rectangular and multiple cement-soil Y stake are mutual to be trapezoidally engaged, the pile body of cellular distribution, when the concrete of rectangular pile and the cement-soil of Y stake all reach some strength, it is closely knit that each cross section surrounded Y stake and rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
Claims (2)
1. a Y stake is engaged equipment with rectangular pile is trapezoidal, comprise Y stake pile forming machine and rectangular pile pile forming machine, it is characterized in that: Y stake pile forming machine concrete structure comprises: creep into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with driver four (3), creep into the left front end in bar one bottom and be fixed with pole one (6), the left end bottom of pole one is fixed with vertical rod one (10), and the lower end of vertical rod one is fixed with driver one (4), creep into bar one bottom right front ends and be fixed with pole two (7), the right-hand member bottom of pole two is fixed with vertical rod two (11), and the lower end of vertical rod two is fixed with driver two (5), creep into rear end, bar one bottom and be fixed with pole three (15), the rear end lower of pole three is fixed with vertical rod three (16), and the lower end of vertical rod three is fixed with driver three (17), the lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is provided with a drill bit (13), be provided with a power transmission shaft one (8) between driver four and driver one, between driver four and driver two, be provided with a power transmission shaft two (9), between driver four and driver three, be provided with a power transmission shaft three (18), power transmission shaft one, power transmission shaft two, power transmission shaft three are positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one, two linking arms one (19) are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter one (14), the left end of driver one and the left front end of driver one export a power transmission shaft four (32) respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft four (32) respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft four (32) respectively, and the outer end of each power transmission shaft four fixes a trapezoidal cutter one (33) respectively, Y stake pile forming machine specific works mode: during work, filling system is to each drill bit grout injection respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four running, and the rotating drive driver one of driver four by power transmission shaft one in operation process operates, operated by the rotating drive driver two of power transmission shaft two, by rotating drive driver three running of power transmission shaft three, the on-stream bit driven respectively by the drilling rod of under it under it of driver one, driver two, driver three, driver four, power transmission shaft one, power transmission shaft two, power transmission shaft three drive respectively by the rotation of the linking arm one on it and stir cutter one rotation in rotation, the soil cutting of its underpart and cement paste stir by each drill bit in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver one lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft one in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver two lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft two in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver three lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft three in rotation, two power transmission shafts four on driver one drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination in left front portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, two power transmission shafts four on driver two drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination of right front portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, two power transmission shafts four on driver three drive the rotation of a trapezoidal cutter one respectively in rotation, and the soil body of the termination at rear portion and cement paste stir into recessed trapezoidal by these two trapezoidal cuttves one in rotation, creep into bar one to compress into process downwards and form left front end, right front ends and rear end respectively with recessed trapezoidal cement-soil Y stake, rectangular pile pile forming machine concrete structure comprises: creep into bar two (21) lower end and be fixed on motor two (22) upper end, driving box three (23) upper end is fixed in motor two lower end, creep into bar two bottom left end and be fixed with transverse arm one (26), the left end bottom of transverse arm one is fixed with armstand one (30), the lower end of armstand one is fixed with driving box one (24), creep into bar two bottom right-hand member and be fixed with transverse arm two (27), the right-hand member bottom of transverse arm two is fixed with armstand two (31), and the lower end of armstand two is fixed with driving box two (25), the lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is respectively equipped with a drill bit (13), a driving shaft one (28) is respectively equipped with between driving box three and driving box one, between driving box three and driving box two, a linking arm two (36) is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter two (29), the left end of driving box one and the right-hand member of driving box two export a driving shaft two (34) respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a trapezoidal cutter two (35) respectively, the specific works mode of rectangular pile pile forming machine: during work, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, and driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation, two driving shafts one drive two linking arms two drive on each driving shaft one to stir cutter two around driving shaft one rotation respectively in rotation, stir cutter two and are cut by unhewn for drill bit between two common tangents of every two drill bit cylindricals earth in rotation process, driving box one drives trapezoidal cutter two rotation of left end by the driving shaft two of left end, the soil cutting of left end is become convex trapezoidal by the trapezoidal cutter two of left end in rotation, driving box two drives trapezoidal cutter two rotation of right-hand member by the driving shaft two of right-hand member, the soil cutting of right-hand member is become convex trapezoidal by the trapezoidal cutter two of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two and compress into process formation about one two ends downwards respectively with convex trapezoidal rectangular opening, concreting, the stake of formation concrete rectangular in this rectangular opening, rectangular pile pile forming machine manufactures trapezoidal occlusion with Y stake pile forming machine, the working method of the pile body of cellular distribution: first in the position needing pile, cement-soil Y stake is manufactured according to the working method of above-mentioned Y stake pile forming machine with Y stake pile forming machine, in the left back of this cement-soil Y stake, the distance of the rectangular pile in right back and difference interval, front, manufacture the cement-soil Y stake of a back to front respectively, the distance of the rectangular pile in difference interval, three directions of angle 120 ° in the plane of each cement-soil Y stake, manufacture the cement-soil Y stake of a back to front respectively, when the soil cement intensity of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile forming machine respectively according to the working method of above-mentioned rectangular pile pile forming machine again between every two adjacent cement-soil Y stakes, make each concrete rectangular stake two ends convex trapezoidal to be fit to of the cement-soil Y stake at these rectangular pile two ends respectively recessed trapezoidal, the stake of manufacture like this multiple concrete rectangular and multiple cement-soil Y stake are mutual to be trapezoidally engaged, the pile body of cellular distribution, when the concrete of rectangular pile and the cement-soil of Y stake all reach some strength, it is closely knit that each cross section surrounded Y stake and rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
2. Y stake according to claim 1 is engaged equipment with rectangular pile is trapezoidal, it is characterized in that: the recessed trapezoidal of convex trapezoidal and Y stake three terminations at rectangular pile two ends is coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088792.1A CN105568996A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile ladder-type matching equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088792.1A CN105568996A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile ladder-type matching equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105568996A true CN105568996A (en) | 2016-05-11 |
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ID=55879583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088792.1A Withdrawn CN105568996A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile ladder-type matching equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105568996A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568999A (en) * | 2016-02-18 | 2016-05-11 | 李会修 | Y-type pile and rectangular pile ladder-type buckling equipment |
| CN105604019A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Y pile and rectangular pile trapezoidal connection device |
| CN110396980A (en) * | 2019-06-20 | 2019-11-01 | 徐州工程学院 | Construction method of a double-layer polyurethane dam protection system |
-
2016
- 2016-02-18 CN CN201610088792.1A patent/CN105568996A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105568999A (en) * | 2016-02-18 | 2016-05-11 | 李会修 | Y-type pile and rectangular pile ladder-type buckling equipment |
| CN105604019A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Y pile and rectangular pile trapezoidal connection device |
| CN110396980A (en) * | 2019-06-20 | 2019-11-01 | 徐州工程学院 | Construction method of a double-layer polyurethane dam protection system |
| CN110396980B (en) * | 2019-06-20 | 2021-07-23 | 徐州工程学院 | Construction method of a double-layer polyurethane dam protection system |
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Legal Events
| 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 |
Application publication date: 20160511 |
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| WW01 | Invention patent application withdrawn after publication |