CN105464085A - Trapezoidal plugged equipment of H piles and rectangular piles - Google Patents

Trapezoidal plugged equipment of H piles and rectangular piles Download PDF

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Publication number
CN105464085A
CN105464085A CN201511035437.XA CN201511035437A CN105464085A CN 105464085 A CN105464085 A CN 105464085A CN 201511035437 A CN201511035437 A CN 201511035437A CN 105464085 A CN105464085 A CN 105464085A
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box
gear
rotation
driving
trapezoidal
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CN201511035437.XA
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Chinese (zh)
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宗超
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宗超
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Priority to CN201511035437.XA priority Critical patent/CN105464085A/en
Publication of CN105464085A publication Critical patent/CN105464085A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal

Abstract

The invention relates to trapezoidal plugged equipment of H piles and rectangular piles. A plurality of cement soil H plugged piles are formed at an interval of one rectangular plugged pile; when the cement soil strength of the H plugged piles on both sides reaches a certain strength, cement soil rectangular plugged piles are formed in the front of the spacing between every two H plugged piles by a rectangular pile forming machine in an operating mode for forming the cement soil piles, so that pile walls are formed in a way that a plurality of cement soil H plugged piles, the cement soil rectangular plugged piles between every two cement soil H plugged piles and concrete rectangular plugged piles are trapezoidally plugged with each other, so as to block soil and prevent leakage of a building foundation.

Description

H stake and rectangular pile is trapezoidal plugs together equipment
Technical field
The present invention relates to and a kind of trapezoidally plug together equipment, the H stake particularly used in a kind of building foundation engineering and rectangular pile is trapezoidal plugs together equipment.
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 that H cement earth pile and rectangle cement earth pile and rectangular concrete pile plug together piling wall mutually.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind ofly can manufacture the trapezoidal H stake that plugs together and rectangular pile is trapezoidal plugs together equipment mutually of H cement soil pile and rectangle cement soil pile and Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of H stake and rectangular pile is trapezoidal plugs together equipment, comprises H stake pile forming machine and rectangular pile pile forming machine.
H stake pile forming machine comprises following structure: anterior cross bar one, the cross bar two at rear portion and the cross bar three of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with compresses into bar one, cross bar three middle lower portion is fixed with armstand seven, armstand seven lower end is fixed with motor one, the lower end of motor one is fixed with gear-box seven, the middle lower end of cross bar one is fixed with armstand one, the lower end of armstand one is fixed with gear-box one, the left end bottom of cross bar one is fixed with armstand two, the lower end of armstand two is fixed with gear-box two, the right-hand member bottom of cross bar one is fixed with armstand three, the lower end of armstand three is fixed with gear-box three, the middle lower end of cross bar two is fixed with armstand four, the lower end of armstand four is fixed with gear-box four, the left end bottom of cross bar two is fixed with armstand five, the lower end of armstand five is fixed with gear-box five, the right-hand member bottom of cross bar two is fixed with armstand six, the lower end of armstand six is fixed with gear-box six, the lower end of gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, an axis of rotation one is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm is fixed on the middle both sides of every axis of rotation one respectively, and the outer end of each fixed arm fixes a peeling knife respectively, the right back portion of gear-box three and right front portion export an axis of rotation two respectively, and the right back portion of gear-box six and right front portion also export an axis of rotation two respectively, and the right-hand member of each axis of rotation two fixes a trapezoidal cutter one respectively, the left end of gear-box two and the left end of gear-box five export an axis of rotation three respectively, and the left end of each axis of rotation three fixes a trapezoidal cutter two respectively.
Rectangular pile pile forming machine comprises following structure: compress 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; Compress into bar two bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driving box one, compresses 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 vertical rod two, and the lower end of vertical rod 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 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The right back of driving box two and right front export a driving shaft two respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture H cement soil pile and rectangle cement soil pile and the Rectangular Concrete pile body trapezoidal cement-soil pile plugged together mutually, for gear soil, the antiseepage of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front elevation drawing of H stake pile forming machine;
Fig. 2 is the rear elevation of H stake pile forming 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 C-C direction view of Fig. 1;
Fig. 6 is the structural representation of rectangular pile pile forming machine;
Fig. 7 is the D-D view of Fig. 5;
Fig. 8 is the trapezoidal cross-sectional view plugged together of H stake and rectangular pile.
In figure: 1, compress into bar one, 2, motor one, 3, gear-box one, 4, gear-box two, 5, gear-box three, 6, cross bar one, 7, armstand one, 8, axis of rotation one, 9, peeling knife, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit, 14, axis of rotation two, 15, trapezoidal cutter one, 16, armstand seven, 17, gear-box seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, gear-box four, 23, gear-box five, 24, gear-box six, 25, fixed arm, 26, cross bar three, 27, axis of rotation three, 28, trapezoidal cutter two, 31, compress into bar two, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm, 47, driving shaft three.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises H stake pile forming machine and rectangular pile pile forming machine.
H stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with compresses into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 1, the lower end of motor one is fixed with gear-box 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with gear-box 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with gear-box 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with gear-box 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with gear-box 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with gear-box 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with gear-box 6 24, the lower end of gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, an axis of rotation 1 is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm 25 is fixed on the middle both sides of every axis of rotation one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively, the right back portion of gear-box three and right front portion export an axis of rotation 2 14 respectively, and the right back portion of gear-box six and right front portion also export an axis of rotation two respectively, and the right-hand member of each axis of rotation two fixes a trapezoidal cutter 1 respectively, the left end of gear-box two and the left end of gear-box five export an axis of rotation three respectively, and the left end of each axis of rotation three fixes a trapezoidal cutter two respectively.
Peeling knife on three axis of rotation one that gear-box one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Peeling knife on three axis of rotation one that gear-box four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of H stake pile forming machine is as follows: H stake pile forming machine is provided with slush pump, during work, slush pump injects cement paste respectively to each drill bit, motor one driving gearbox seven operates, gear-box seven operates respectively by the rotational driving gear case one of former and later two axis of rotation one, gear-box four in operation process, the on-stream rotational driving gear case two respectively by two axis of rotation one in left and right of gear-box one, gear-box three operate, and the on-stream rotational driving gear case five respectively by two axis of rotation one in left and right of gear-box four, gear-box six operate; Gear-box three drives the axis of rotation two in right back portion and axis of rotation two synchronous axial system in opposite directions of right front portion respectively in operation process, and gear-box six drives the axis of rotation two in right back portion and axis of rotation two synchronous axial system in opposite directions of right front portion respectively in operation process; Gear-box two, gear-box five drive an axis of rotation three synchronous axial system in opposite directions of its left end respectively in operation process; Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs with cement paste by seven drill bits in rotation; Six axis of rotation one drive two fixed arms on each axis of rotation one to drive peeling knife around axis of rotation one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs with cement paste by peeling knife in rotation process, becomes H-shaped cement earth pile thus; Two axis of rotation two on gear-box three drive trapezoidal cutter one rotation on axis of rotation two respectively in rotation, the soil cutting of gear-box three right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, axis of rotation three on gear-box two drives trapezoidal cutter two rotation on axis of rotation three in rotation, and the soil cutting of gear-box two left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation; Two axis of rotation two on gear-box six drive trapezoidal cutter one rotation on axis of rotation two respectively in rotation, the soil cutting of gear-box six right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, axis of rotation three on gear-box five drives trapezoidal cutter two rotation on axis of rotation three in rotation, and the soil cutting of gear-box five left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation; The convex trapezoidal termination of left end and the recessed trapezoidal termination of right-hand member coincide; Compress into bar one to compress into process downwards and form left end and plug together stake with two convex trapezoidal terminations, right-hand member with the H of two recessed trapezoidal terminations.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: compress into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; Compress into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, compress into bar two bottom right-hand member and be fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; 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 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter 2 28.
The specific works mode of the manufacture cement earth pile of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, 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 and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, compress into bar two compress into downwards process formed a left end plug together stake with convex trapezoidal termination, right-hand member with the cement-soil rectangle of recessed trapezoidal termination.
The specific works mode of the manufacture concrete pile of rectangular pile pile forming machine is as follows: during work, high-pressure pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil cutting of the termination of right part is become recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, the soil body cut is mixed in the middle and high setting-out of mud and constantly injects, and mud constantly flows out from hole, compresses into bar two and compresses into process downwards and form a left end with convex trapezoidal termination, right-hand member with the rectangular opening of recessed trapezoidal termination.
H stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, stake is plugged together according to working method manufacture cement-soil H of above-mentioned H stake pile forming machine with H stake pile forming machine, manufacture second cement-soil H again in the distance that this H plugs together the right side of stake, one, interval rectangle plugs together stake and plug together stake, so manufacture one, multiple interval rectangle plug together pilespacing from multiple cement-soil H plug together stake, when the soil cement intensity that the H on both sides plugs together stake reaches some strength, front portion in the spacing that every two H plug together between stake, plug together stake with working method manufacture cement-soil rectangle that rectangular pile pile forming machine manufactures cement earth pile according to above-mentioned rectangular pile pile forming machine, every two H are plugged together convex trapezoidal termination that cement-soil rectangle anterior between stake plugs together a left end is fit to the recessed trapezoidal termination that left side H plugs together the recessed trapezoidal termination of a right front ends, anterior cement-soil rectangle plugs together a right-hand member and is fit to the convex trapezoidal termination that the right H plugs together the left front end of stake, rear portion in the spacing that every two H plug together between stake, stake is plugged together with working method manufacture concrete rectangular that rectangular pile pile forming machine manufactures concrete pile according to above-mentioned rectangular pile pile forming machine, every two H are plugged together, and convex trapezoidal termination that the concrete rectangular at rear portion between stake plugs together a left end is fit to the recessed trapezoidal termination that left side H plugs together a right rear end, the recessed trapezoidal termination that the concrete rectangular at rear portion plugs together a right-hand member is fit to the convex trapezoidal termination that the right H plugs together the left back end of stake, formation like this multiple cement-soil H plugs together stake and every two cement-soil H cement-soil rectangle plugged together between stake plugs together stake and concrete rectangular plugs together the stake trapezoidal piling wall plugged together mutually, for the gear soil of building foundation, antiseep.

Claims (1)

1. H stake and rectangular pile is trapezoidal plugs together an equipment, comprises H stake pile forming machine and rectangular pile pile forming machine;
It is characterized in that: the concrete structure of H stake pile forming machine comprises: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with compresses into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 1, the lower end of motor one is fixed with gear-box 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with gear-box 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with gear-box 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with gear-box 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with gear-box 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with gear-box 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with gear-box 6 24, the lower end of gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, an axis of rotation 1 is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm 25 is fixed on the middle both sides of every axis of rotation one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively, the right back portion of gear-box three and right front portion export an axis of rotation 2 14 respectively, and the right back portion of gear-box six and right front portion also export an axis of rotation two respectively, and the right-hand member of each axis of rotation two fixes a trapezoidal cutter 1 respectively, the left end of gear-box two and the left end of gear-box five export an axis of rotation three respectively, and the left end of each axis of rotation three fixes a trapezoidal cutter two respectively,
During the work of H stake pile forming machine, slush pump injects cement paste respectively to each drill bit, motor one driving gearbox seven operates, gear-box seven operates respectively by the rotational driving gear case one of former and later two axis of rotation one, gear-box four in operation process, the on-stream rotational driving gear case two respectively by two axis of rotation one in left and right of gear-box one, gear-box three operate, and the on-stream rotational driving gear case five respectively by two axis of rotation one in left and right of gear-box four, gear-box six operate; Gear-box three drives the axis of rotation two in right back portion and axis of rotation two synchronous axial system in opposite directions of right front portion respectively in operation process, and gear-box six drives the axis of rotation two in right back portion and axis of rotation two synchronous axial system in opposite directions of right front portion respectively in operation process; Gear-box two, gear-box five drive an axis of rotation three synchronous axial system in opposite directions of its left end respectively in operation process; Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs with cement paste by seven drill bits in rotation; Six axis of rotation one drive two fixed arms on each axis of rotation one to drive peeling knife around axis of rotation one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs with cement paste by peeling knife in rotation process, becomes H-shaped cement earth pile thus; Two axis of rotation two on gear-box three drive trapezoidal cutter one rotation on axis of rotation two respectively in rotation, the soil cutting of gear-box three right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, axis of rotation three on gear-box two drives trapezoidal cutter two rotation on axis of rotation three in rotation, and the soil cutting of gear-box two left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation; Two axis of rotation two on gear-box six drive trapezoidal cutter one rotation on axis of rotation two respectively in rotation, the soil cutting of gear-box six right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, axis of rotation three on gear-box five drives trapezoidal cutter two rotation on axis of rotation three in rotation, and the soil cutting of gear-box five left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation; The convex trapezoidal termination of left end and the recessed trapezoidal termination of right-hand member coincide; Compress into bar one to compress into process downwards and form left end and plug together stake with two convex trapezoidal terminations, right-hand member with the H of two recessed trapezoidal terminations;
The concrete structure of rectangular pile pile forming machine comprises: compress into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; Compress into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, compress into bar two bottom right-hand member and be fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; 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 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a trapezoidal cutter 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a trapezoidal cutter 2 28;
Rectangular pile pile forming machine manufactures the specific works mode of cement earth pile: during work, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, 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 and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, compress into bar two compress into downwards process formed a left end plug together stake with convex trapezoidal termination, right-hand member with the cement-soil rectangle of recessed trapezoidal termination,
The specific works mode of the manufacture concrete pile of rectangular pile pile forming machine: during work, high-pressure pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part soil cutting being less than bit diameter between every two drill bits to be stirred, two driving shafts two drive trapezoidal cutter one rotation on driving shaft two respectively in rotation, the soil cutting of the termination of right part is become recessed trapezoidal termination by trapezoidal cutter one in rotation, driving shaft three drives trapezoidal cutter two rotation on driving shaft three in rotation, the soil cutting of the termination of left part is become convex trapezoidal termination by trapezoidal cutter two in rotation, the recessed trapezoidal termination of right part and the convex trapezoidal termination of left part match, the soil body cut is mixed in the middle and high setting-out of mud and constantly injects, and mud constantly flows out from hole, compresses into bar two and compresses into process downwards and form a left end with convex trapezoidal termination, right-hand member with the rectangular opening of recessed trapezoidal termination,
H stake pile forming machine and rectangular pile pile forming machine associated working process: first in the original position needing pile axis, stake is plugged together according to working method manufacture cement-soil H of above-mentioned H stake pile forming machine with H stake pile forming machine, manufacture second cement-soil H again in the distance that this H plugs together the right side of stake, one, interval rectangle plugs together stake and plug together stake, so manufacture one, multiple interval rectangle plug together pilespacing from multiple cement-soil H plug together stake, when the soil cement intensity that the H on both sides plugs together stake reaches some strength, front portion in the spacing that every two H plug together between stake, plug together stake with working method manufacture cement-soil rectangle that rectangular pile pile forming machine manufactures cement earth pile according to above-mentioned rectangular pile pile forming machine, every two H are plugged together convex trapezoidal termination that cement-soil rectangle anterior between stake plugs together a left end is fit to the recessed trapezoidal termination that left side H plugs together the recessed trapezoidal termination of a right front ends, anterior cement-soil rectangle plugs together a right-hand member and is fit to the convex trapezoidal termination that the right H plugs together the left front end of stake, rear portion in the spacing that every two H plug together between stake, stake is plugged together with working method manufacture concrete rectangular that rectangular pile pile forming machine manufactures concrete pile according to above-mentioned rectangular pile pile forming machine, every two H are plugged together, and convex trapezoidal termination that the concrete rectangular at rear portion between stake plugs together a left end is fit to the recessed trapezoidal termination that left side H plugs together a right rear end, the recessed trapezoidal termination that the concrete rectangular at rear portion plugs together a right-hand member is fit to the convex trapezoidal termination that the right H plugs together the left back end of stake, formation like this multiple cement-soil H plugs together stake and every two cement-soil H cement-soil rectangle plugged together between stake plugs together stake and concrete rectangular plugs together the stake trapezoidal piling wall plugged together mutually, for the gear soil of building foundation, antiseep.
CN201511035437.XA 2015-12-31 2015-12-31 Trapezoidal plugged equipment of H piles and rectangular piles Pending CN105464085A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464097A (en) * 2015-12-31 2016-04-06 宗超 Trapezoid buckling equipment for H-shaped piles and rectangular piles
CN105507303A (en) * 2015-12-31 2016-04-20 宗超 Trapezoidal inserting equipment of H-shaped piles and rectangular piles

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1126264A (en) * 1994-12-26 1996-07-10 石寅生 Making method for non-annular borehole cast-in-place pile
CN104863142A (en) * 2015-06-05 2015-08-26 张璐 Pentagonal prism composite soil pile machine
US9121156B1 (en) * 2015-06-01 2015-09-01 SS Associates, Trustee for Soil stabilizer CRT Trust Soil stabilizer
CN204780874U (en) * 2015-06-30 2015-11-18 周兆弟 Insert many drilling rods cement mixing method of prefabricated section bar
CN105155531A (en) * 2015-09-25 2015-12-16 高路恒 Energy-saving type cement lime earth deep mixing pile
CN105178302A (en) * 2015-08-09 2015-12-23 张永忠 Double-arched door type pile forming equipment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1126264A (en) * 1994-12-26 1996-07-10 石寅生 Making method for non-annular borehole cast-in-place pile
US9121156B1 (en) * 2015-06-01 2015-09-01 SS Associates, Trustee for Soil stabilizer CRT Trust Soil stabilizer
CN104863142A (en) * 2015-06-05 2015-08-26 张璐 Pentagonal prism composite soil pile machine
CN204780874U (en) * 2015-06-30 2015-11-18 周兆弟 Insert many drilling rods cement mixing method of prefabricated section bar
CN105178302A (en) * 2015-08-09 2015-12-23 张永忠 Double-arched door type pile forming equipment
CN105155531A (en) * 2015-09-25 2015-12-16 高路恒 Energy-saving type cement lime earth deep mixing pile

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464097A (en) * 2015-12-31 2016-04-06 宗超 Trapezoid buckling equipment for H-shaped piles and rectangular piles
CN105507303A (en) * 2015-12-31 2016-04-20 宗超 Trapezoidal inserting equipment of H-shaped piles and rectangular piles

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