CN105714784A - Y pile and rectangular pile semicircular occlusion equipment - Google Patents

Y pile and rectangular pile semicircular occlusion equipment Download PDF

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Publication number
CN105714784A
CN105714784A CN201610088832.2A CN201610088832A CN105714784A CN 105714784 A CN105714784 A CN 105714784A CN 201610088832 A CN201610088832 A CN 201610088832A CN 105714784 A CN105714784 A CN 105714784A
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CN
China
Prior art keywords
driver
power transmission
transmission shaft
pile
stake
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Pending
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CN201610088832.2A
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Chinese (zh)
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李会修
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Individual
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Individual
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Priority to CN201610088832.2A priority Critical patent/CN105714784A/en
Publication of CN105714784A publication Critical patent/CN105714784A/en
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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
    • 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 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
    • 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
    • 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
    • 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

Abstract

Y pile and rectangular pile semicircular occlusion equipment comprises a Y pile forming machine and a rectangular pile forming machine, and pile bodies are manufactured, wherein according to the pile bodies, a plurality of concrete rectangular piles and a plurality of cemented soil Y piles are in semicircular occlusion and honeycomb distribution. When concrete of the rectangular piles and cemented soil of the Y piles reach certain strength, soil in space defined by the Y piles and the rectangular piles is subject to vacuum absorption densification, and accordingly a dense composite foundation is formed, wherein each cross section of the space is in a hexagonal shape.

Description

Y stake is engaged equipment with rectangular pile semicircle
Technical field
The present invention relates to the Y stake used in a kind of semicircle occlusion equipment, particularly a kind of foundation engineering and be engaged equipment with rectangular pile semicircle.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the piling wall that is engaged with the mutual semicircle of rectangular concrete pile of Y shape cement earth pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of can manufacture the Y stake that soil cement Y stake is engaged with the mutual semicircle of concrete rectangular stake and is engaged equipment with rectangular pile semicircle.
The present invention is achieved through the following technical solutions:
A kind of Y stake is engaged equipment with rectangular pile semicircle, including Y stake pile-formation machine and rectangular pile pile-formation machine.
Y stake pile-formation machine includes following structure: creeping into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with driver four；Creeping 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；Creeping 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；Creeping 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；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is provided with a drill bit；It is provided with a power transmission shaft one between driver four and driver one, between driver four and driver two, is 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 generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms one, and the outer end of each linking arm one fixes a stirring knife one respectively；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 recessed dise knife respectively.
Rectangular pile pile-formation machine includes following structure: creeping 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm two is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm two fixes a stirring knife two respectively；The left end of driving box one and the right-hand member of driving box two export one respectively and drive axle two, and the left end driving axle two of left end and the right-hand member driving axle two of right-hand member fix a dome cutter respectively.
The present invention has following feature:
The present invention can manufacture soil cement Y stake be engaged with the mutual semicircle of concrete rectangular stake, 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 view of Y stake pile-formation machine；
Fig. 2 is the left view of Y stake pile-formation machine；
Fig. 3 is the A A direction view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the structural representation of rectangular pile pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 be Y stake be engaged with rectangular pile semicircle, 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, stirring knife 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, drive axle one, 29, stirring knife two, 30, armstand one, 31, armstand two, 32, power transmission shaft four, 33, recessed dise knife, 34, drive axle two, 35, dome cutter, 36, linking arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes Y stake pile-formation machine and rectangular pile pile-formation machine.
Y stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with driver 43；Creeping 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；Creeping 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；Creeping 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；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is provided with a drill bit 13；It is provided with a power transmission shaft 1 between driver four and driver one, between driver four and driver two, is 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 generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms 1, and the outer end of each linking arm one fixes a stirring knife 1 respectively；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 recessed dise knife 33 respectively.
Y stake pile-formation machine specific works mode is as follows: the system that irrigates during work 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 operating, and driver four drives driver one to operate by rotating of power transmission shaft one in operation process, driven driver two to operate by rotating of power transmission shaft two, driven driver three operating by the rotation of power transmission shaft three；The on-stream bit driven respectively through a drilling rod 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 stirring knife one to rotate respectively through the rotation of linking arm one thereon in rotation；The soil cutting of its underpart is stirred with cement mortar by each drill bit in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver one lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft one in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver two lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft two in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver three lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft three in rotation；Two power transmission shafts four in driver one drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination in left front portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Two power transmission shafts four in driver two drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination of right front portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Two power transmission shafts four in driver three drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination at rear portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Creep into bar one to be pressed in process downwards and form left front end, right front ends and rear end be respectively provided with the soil cement Y stake of recessed semicircle.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6；Concrete structure is as follows: creeping 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 2 36 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm two fixes a stirring knife 2 29 respectively；The left end of driving box one and the right-hand member of driving box two export one respectively and drive axle 2 34, and the left end driving axle two of left end and the right-hand member driving axle two of right-hand member fix a dome cutter 35 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with grouting pump, during work, each drill bit is injected separately into water under high pressure by grouting pump, motor two drives driving box three operating, and driving box three drives driving box one, driving box two to operate by the rotation of driving axle one in operation process；Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation；Two drive axle one to drive two linking arms two on each driving axle one to drive stirring knife two around driving axle one rotation in rotation respectively, and unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by stirring knife two in rotation process；Driving box one drives the dome swivel of left end to move by the axle two that drives of left end, the soil cutting of left end is become convex semicircle by the dome cutter of left end in rotation, driving box two drives the dome swivel of right-hand member to move by the axle two that drives of right-hand member, the soil cutting of right-hand member is become convex semicircle by the dome cutter of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two to be pressed in process downwards and form about one two ends be respectively provided with the rectangular opening of convex semicircle, casting concrete, formation concrete rectangular stake in this rectangular opening.
The convex semicircle at rectangular pile two ends is identical with the recessed semicircle of three terminations of Y stake.
Rectangular pile pile-formation machine manufactures semicircle with Y stake pile-formation machine and is engaged, the working method of the pile body of cellular distribution is as follows: first in the position needing pile, a soil cement Y stake is manufactured according to the working method of above-mentioned Y stake pile-formation machine with Y stake pile-formation machine, left back in the Y stake of this soil cement, right back and front are respectively separated the distance of a rectangular pile, manufacture the soil cement Y stake of a back to front respectively, the distance of a rectangular pile it is respectively separated in three directions of the plane within angle 120 ° of each soil cement Y stake, manufacture the soil cement 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-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the soil cement Y stake that each two is adjacent, the convex semicircle making each concrete rectangular stake two ends is fit to a recessed semicircle of the soil cement Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes to be engaged with multiple soil cement mutual semicircles of Y stake, the pile body of cellular distribution；When the concrete of rectangular pile and the soil cement of Y stake all reach some strength, it is closely knit to each cross section that Y stake and rectangular pile are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.

Claims (2)

1. Y stake is engaged an equipment with rectangular pile semicircle, including Y stake pile-formation machine and rectangular pile pile-formation machine, it is characterised in that:
Y stake pile-formation machine concrete structure includes: creeping 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)；Creeping 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)；Creeping 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)；Creeping 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)；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is provided with a drill bit (13)；It is provided with a power transmission shaft one (8) between driver four and driver one, between driver four and driver two, is 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 generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms one (19), and the outer end of each linking arm one fixes a stirring knife one (14) respectively；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 recessed dise knife (33) respectively；
Y stake pile-formation machine specific works mode: the system that irrigates during work 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 operating, and driver four drives driver one to operate by rotating of power transmission shaft one in operation process, driven driver two to operate by rotating of power transmission shaft two, driven driver three operating by the rotation of power transmission shaft three；The on-stream bit driven respectively through a drilling rod 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 stirring knife one to rotate respectively through the rotation of linking arm one thereon in rotation；The soil cutting of its underpart is stirred with cement mortar by each drill bit in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver one lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft one in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver two lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft two in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver three lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the stirring knife one on power transmission shaft three in rotation；Two power transmission shafts four in driver one drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination in left front portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Two power transmission shafts four in driver two drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination of right front portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Two power transmission shafts four in driver three drive a recessed dise knife to rotate respectively in rotation, and the soil body of the termination at rear portion and cement mortar are stirred into recessed semicircle by these two recessed dise knifes in rotation；Creep into bar one to be pressed in process downwards and form left front end, right front ends and rear end be respectively provided with the soil cement Y stake of recessed semicircle；
Rectangular pile pile-formation machine concrete structure includes: creeping 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)；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13)；It is respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drives axle one (28), a linking arm two (36) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm two fixes a stirring knife two (29) respectively；The left end of driving box one and the right-hand member of driving box two export one respectively and drive axle two (34), and the left end driving axle two of left end and the right-hand member driving axle two of right-hand member fix a dome cutter (35) respectively；
The specific works mode of rectangular pile pile-formation machine: during work, each drill bit is injected separately into water under high pressure by grouting pump, and motor two drives driving box three operating, driving box three drives driving box one, driving box two to operate by the rotation of driving axle one in operation process；Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation；Two drive axle one to drive two linking arms two on each driving axle one to drive stirring knife two around driving axle one rotation in rotation respectively, and unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by stirring knife two in rotation process；Driving box one drives the dome swivel of left end to move by the axle two that drives of left end, the soil cutting of left end is become convex semicircle by the dome cutter of left end in rotation, driving box two drives the dome swivel of right-hand member to move by the axle two that drives of right-hand member, the soil cutting of right-hand member is become convex semicircle by the dome cutter of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two to be pressed in process downwards and form about one two ends be respectively provided with the rectangular opening of convex semicircle, casting concrete, formation concrete rectangular stake in this rectangular opening；
Rectangular pile pile-formation machine manufactures semicircle with Y stake pile-formation machine and is engaged, the working method of the pile body of cellular distribution: first in the position needing pile, a soil cement Y stake is manufactured according to the working method of above-mentioned Y stake pile-formation machine with Y stake pile-formation machine, left back in the Y stake of this soil cement, right back and front are respectively separated the distance of a rectangular pile, manufacture the soil cement Y stake of a back to front respectively, the distance of a rectangular pile it is respectively separated in three directions of the plane within angle 120 ° of each soil cement Y stake, manufacture the soil cement 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-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the soil cement Y stake that each two is adjacent, the convex semicircle making each concrete rectangular stake two ends is fit to a recessed semicircle of the soil cement Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes to be engaged with multiple soil cement mutual semicircles of Y stake, the pile body of cellular distribution；When the concrete of rectangular pile and the soil cement of Y stake all reach some strength, it is closely knit to each cross section that Y stake and rectangular pile are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. Y stake according to claim 1 is engaged equipment with rectangular pile semicircle, it is characterised in that: the convex semicircle at rectangular pile two ends is identical with the recessed semicircle of three terminations of Y stake.
CN201610088832.2A 2016-02-18 2016-02-18 Y pile and rectangular pile semicircular occlusion equipment Pending CN105714784A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610088832.2A CN105714784A (en) 2016-02-18 2016-02-18 Y pile and rectangular pile semicircular occlusion equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610088832.2A CN105714784A (en) 2016-02-18 2016-02-18 Y pile and rectangular pile semicircular occlusion equipment

Publications (1)

Publication Number Publication Date
CN105714784A true CN105714784A (en) 2016-06-29

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204876A (en) * 1997-01-21 1998-08-04 Fujita Corp Soil improvement method by using pile
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
CN104074185A (en) * 2013-03-28 2014-10-01 朱艳菊 Y-shaped mixed pile former
CN104831715A (en) * 2015-06-05 2015-08-12 刘玉秋 H-shaped cement pile machine
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10204876A (en) * 1997-01-21 1998-08-04 Fujita Corp Soil improvement method by using pile
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
CN104074185A (en) * 2013-03-28 2014-10-01 朱艳菊 Y-shaped mixed pile former
CN104831715A (en) * 2015-06-05 2015-08-12 刘玉秋 H-shaped cement pile machine
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

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Application publication date: 20160629