CN105625312A - H pile and rectangular pile rectangular insertion equipment - Google Patents

H pile and rectangular pile rectangular insertion equipment Download PDF

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Publication number
CN105625312A
CN105625312A CN201511012152.4A CN201511012152A CN105625312A CN 105625312 A CN105625312 A CN 105625312A CN 201511012152 A CN201511012152 A CN 201511012152A CN 105625312 A CN105625312 A CN 105625312A
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CN
China
Prior art keywords
wheel casing
rectangle
concrete
fixed
rotation
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CN201511012152.4A
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Chinese (zh)
Inventor
卢兴耐
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Individual
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Priority to CN201511012152.4A priority Critical patent/CN105625312A/en
Publication of CN105625312A publication Critical patent/CN105625312A/en
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Classifications

    • 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
    • E02D2200/1628Shapes rectangular
    • 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 discloses H pile and rectangular pile rectangular insertion equipment. Multiple concrete H insertion piles spaced by one rectangular insertion pile are manufactured; when concrete of the H insertion piles on two sides reaches a certain strength, rectangular holes are respectively formed in the front parts and the back parts in gaps between every two concrete H insertion piles by a rectangular pile forming machine according to a working mode of the rectangular pile forming machine; concrete is poured in each rectangular hole to form front and back concrete rectangular insertion piles, so that pile walls for trapezoidal insertion between the multiple concrete H insertion piles and two concrete rectangular insertion piles between every two concrete H insertion piles are formed for soil retaining and leakage prevention of building foundation.

Description

H stake and rectangular pile rectangle eye-splice equipment
Technical field
The present invention relates in a kind of rectangle eye-splice equipment, particularly a kind of building foundation engineering the H stake and rectangular pile rectangle eye-splice equipment that use.
Background technology
Cement-earth pile-formation machine is by the multiple drill bit rotational of power wheel drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with grout by multiple drill bit, at present, stake body formed by the cement-earth agitation driller of other pattern is all the molectron of multiple cement-earth cylinder, is not the mutual eye-splice stake wall of H concrete pile and rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of H stake and rectangular pile rectangle eye-splice equipment that can manufacture H concrete pile body and the mutual rectangle eye-splice of rectangular concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of H stake and rectangular pile rectangle eye-splice equipment, comprise H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation 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 and is pressed into bar one, cross bar three middle lower portion is fixed with armstand seven, armstand seven times ends are fixed with motor one, the lower end of motor one is fixed with wheel casing seven, the lower end in the centre of cross bar one is fixed with armstand one, the lower end of armstand one is fixed with wheel casing one, the left end bottom of cross bar one is fixed with armstand two, the lower end of armstand two is fixed with wheel casing two, the right-hand member bottom of cross bar one is fixed with armstand three, the lower end of armstand three is fixed with wheel casing three, the lower end in the centre of cross bar two is fixed with armstand four, the lower end of armstand four is fixed with wheel casing four, the left end bottom of cross bar two is fixed with armstand five, the lower end of armstand five is fixed with wheel casing five, the right-hand member bottom of cross bar two is fixed with armstand six, the lower end of armstand six is fixed with wheel casing six, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle one, a fixing arm is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter respectively, the right back portion of wheel casing three and right front portion export a turning axle two respectively, and the right back portion of wheel casing six and right front portion also export a turning axle two respectively, and the right-hand member of each turning axle two fixes a rectangle cutter one respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle three respectively, and the left end of each turning axle three fixes a rectangle cutter two respectively.
Rectangular pile pile-formation machine comprises following structure: being pressed into bar two times ends and be fixed on motor two upper end, motor two times ends are fixed on driving box three upper end; It is pressed into bar two bottom left end and it is 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, is pressed 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; Between driving box three and driving box one, being respectively equipped with a drive shaft one between driving box three and driving box two, a connecting arm is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter respectively; The starboard quarter of driving box two and right front export a drive shaft two respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter one respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a rectangle cutter two.
The present invention has following feature:
The present invention can manufacture H concrete pile body and the stake wall of the mutual rectangle eye-splice of rectangular concrete pile body, for gear soil, the antiseepage of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the frontview of H stake pile-formation machine;
Fig. 2 is the rear view of H 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 C C direction view of Fig. 1;
Fig. 6 is the structural representation of rectangular pile pile-formation machine;
Fig. 7 is the D D view of Fig. 5;
Fig. 8 is H stake and the cross-sectional view of rectangular pile rectangle eye-splice.
In figure: 1, it is pressed into bar one, 2, motor one, 3, wheel casing one, 4, wheel casing two, 5, wheel casing three, 6, cross bar one, 7, armstand one, 8, turning axle one, 9, rotary-cut cutter, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit, 14, turning axle two, 15, rectangle cutter one, 16, armstand seven, 17, wheel casing seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, wheel casing four, 23, wheel casing five, 24, wheel casing six, 25, fixing arm, 26, cross bar three, 27, turning axle three, 28, rectangle cutter two, 31, be pressed 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, drive shaft one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive shaft two, 46, connecting arm, 47, drive shaft three.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation 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 and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven times ends are fixed with motor 1, the lower end of motor one is fixed with wheel casing 7 17, the lower end in the centre of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with wheel casing 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with wheel casing 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 wheel casing 35, the lower end in the centre of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with wheel casing 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 wheel casing 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 wheel casing 6 24, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing 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, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle 1, a fixing arm 25 is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter 9 respectively, the right back portion of wheel casing three and right front portion export a turning axle 2 14 respectively, and the right back portion of wheel casing six and right front portion also export a turning axle two respectively, and the right-hand member of each turning axle two fixes a rectangle cutter 1 respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle three respectively, and the left end of each turning axle three fixes a rectangle cutter two respectively.
Rotary-cut cutter on three turning axles one that wheel casing one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Rotary-cut cutter on three turning axles one that wheel casing four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The concrete mode of operation of H stake pile-formation machine is as follows: H stake pile-formation machine is provided with slush pump, during work, each drill bit is injected high pressure water by slush pump respectively, motor one drive gear casing seven operates, wheel casing seven is operated by the rotational driving gear case one of former and later two turning axles one, wheel casing four respectively in operation process, wheel casing one is operated by rotational driving gear case two, the wheel casing three of two turning axles one in left and right respectively in running, and wheel casing four is operated by rotational driving gear case five, the wheel casing six of two turning axles one in left and right respectively in running; Wheel casing three drives the turning axle two in right back portion and turning axle two synchronous axial system in opposite directions of right front portion respectively in operation process, and wheel casing six drives the turning axle two in right back portion and turning axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Wheel casing two, wheel casing five drive turning axle three synchronous axial system in opposite directions of its left end respectively in operation process; Wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by seven drill bits in rotation; Six turning axles one drive the dynamic rotary-cut cutter of two fixing arm straps on each turning axle one around turning axle one rotation respectively in rotation, and the part soil cutting being less than drill bit diameter between every two drill bits is stirred by rotary-cut cutter in rotation process; Two turning axles two on wheel casing three drive rectangle cutter one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing three portion is become recessed rectangle termination by this rectangle cutter one in rotation, turning axle three on wheel casing two drives rectangle cutter two rotation on turning axle three in rotation, and the soil cutting of wheel casing two left part is become convex rectangle termination by this rectangle cutter two in rotation; Two turning axles two on wheel casing six drive rectangle cutter one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing six portion is become recessed rectangle termination by this rectangle cutter one in rotation, turning axle three on wheel casing five drives rectangle cutter two rotation on turning axle three in rotation, and the soil cutting of wheel casing five left part is become convex rectangle termination by this rectangle cutter two in rotation; The convex rectangle termination of left end and the recessed rectangle termination of right-hand member coincide; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process downwards and forms left end with two convex rectangle terminations, right-hand member with the H hole of two recessed rectangle terminations.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: being pressed into bar 2 31 times ends and be fixed on motor 2 32 upper end, motor two times ends are fixed on driving box 3 33 upper end; It is pressed into bar two bottom left end and it is 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, it is pressed into bar two bottom right-hand member and it is 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; Between driving box three and driving box one, being respectively equipped with a drive shaft 1 between driving box three and driving box two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively; The starboard quarter of driving box two and right front export a drive shaft 2 44 respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a rectangle cutter 2 28.
The concrete mode of operation of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, during work, each drill bit is injected high pressure water by high-pressure pump respectively, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving box one drives drive shaft three rotation in running, driving box one, driving box two, driving box three drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter to be stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process, two drive shafts two drive rectangle cutter one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed rectangle termination by rectangle cutter one in rotation, drive shaft three drives rectangle cutter two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex rectangle termination by rectangle cutter two in rotation, the recessed rectangle termination in right portion and the convex rectangle termination of left part match, the soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed into process downwards and forms left end with convex rectangle termination, right-hand member with the rectangle hole of recessed rectangle termination.
H stake pile-formation machine and rectangular pile pile-formation machine associated working process are as follows: first in the zero position needing pile axis, a H hole is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, casting concrete, formation concrete H eye-splice stake in this H hole, on the right side of this concrete H eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd concrete H eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete H eye-splice stakes; when the concrete of the H eye-splice stake on both sides reaches certain intensity, front portion in spacing between every two concrete H eye-splice stakes and rear portion again, a rectangle hole is manufactured respectively according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this each rectangle hole, form former and later two concrete rectangular eye-splice stakes, the convex rectangle termination of concrete rectangular eye-splice stake left end anterior between every two concrete H eye-splice stakes is made to be fit to the recessed rectangle termination of left side concrete H eye-splice stake right front ends, the recessed rectangle termination of anterior concrete rectangular eye-splice stake right-hand member is fit to the convex rectangle termination of the right concrete H left front end of eye-splice stake, the convex rectangle termination of the concrete rectangular eye-splice stake left end at rear portion between every two concrete H eye-splice stakes is made to be fit to the recessed rectangle termination of left side concrete H eye-splice stake right rear end, the recessed rectangle termination of the concrete rectangular eye-splice stake right-hand member at rear portion is fit to the convex rectangle termination of the right concrete H left back end of eye-splice stake, so form the stake wall of two mutual rectangle eye-splices of concrete rectangular eye-splice stake between multiple concrete H eye-splice stake and every two concrete H eye-splice stakes, for the gear soil of building foundation, antiseep.

Claims (1)

1. H stake and a rectangular pile rectangle eye-splice equipment, comprise H stake pile-formation machine and rectangular pile pile-formation machine;
It is characterized in that: the concrete structure of H stake pile-formation machine 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 and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven times ends are fixed with motor 1, the lower end of motor one is fixed with wheel casing 7 17, the lower end in the centre of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with wheel casing 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with wheel casing 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 wheel casing 35, the lower end in the centre of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with wheel casing 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 wheel casing 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 wheel casing 6 24, the lower end of wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing 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, between wheel casing one and wheel casing three, between wheel casing one and wheel casing two, between wheel casing one and wheel casing seven, between wheel casing four and wheel casing five, between wheel casing four and wheel casing six, between wheel casing four and wheel casing seven, it is respectively equipped with a turning axle 1, a fixing arm 25 is fixed on the middle both sides of every turning axle one respectively, and the outer end of each fixing arm fixes a rotary-cut cutter 9 respectively, the right back portion of wheel casing three and right front portion export a turning axle 2 14 respectively, and the right back portion of wheel casing six and right front portion also export a turning axle two respectively, and the right-hand member of each turning axle two fixes a rectangle cutter 1 respectively, the left end of wheel casing two and the left end of wheel casing five export a turning axle three respectively, and the left end of each turning axle three fixes a rectangle cutter two respectively,
When H stake pile-formation machine works, each drill bit is injected high pressure water by slush pump respectively, motor one drive gear casing seven operates, wheel casing seven is operated by the rotational driving gear case one of former and later two turning axles one, wheel casing four respectively in operation process, wheel casing one is operated by rotational driving gear case two, the wheel casing three of two turning axles one in left and right respectively in running, and wheel casing four is operated by rotational driving gear case five, the wheel casing six of two turning axles one in left and right respectively in running; Wheel casing three drives the turning axle two in right back portion and turning axle two synchronous axial system in opposite directions of right front portion respectively in operation process, and wheel casing six drives the turning axle two in right back portion and turning axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Wheel casing two, wheel casing five drive turning axle three synchronous axial system in opposite directions of its left end respectively in operation process; Wheel casing one, wheel casing two, wheel casing three, wheel casing four, wheel casing five, wheel casing six, wheel casing seven drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by seven drill bits in rotation; Six turning axles one drive the dynamic rotary-cut cutter of two fixing arm straps on each turning axle one around turning axle one rotation respectively in rotation, and the part soil cutting being less than drill bit diameter between every two drill bits is stirred by rotary-cut cutter in rotation process; Two turning axles two on wheel casing three drive rectangle cutter one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing three portion is become recessed rectangle termination by this rectangle cutter one in rotation, turning axle three on wheel casing two drives rectangle cutter two rotation on turning axle three in rotation, and the soil cutting of wheel casing two left part is become convex rectangle termination by this rectangle cutter two in rotation; Two turning axles two on wheel casing six drive rectangle cutter one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing six portion is become recessed rectangle termination by this rectangle cutter one in rotation, turning axle three on wheel casing five drives rectangle cutter two rotation on turning axle three in rotation, and the soil cutting of wheel casing five left part is become convex rectangle termination by this rectangle cutter two in rotation; The convex rectangle termination of left end and the recessed rectangle termination of right-hand member coincide; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar one and is pressed into process downwards and forms left end with two convex rectangle terminations, right-hand member with the H hole of two recessed rectangle terminations;
The concrete structure of rectangular pile pile-formation machine comprises: being pressed into bar 2 31 times ends and be fixed on motor 2 32 upper end, motor two times ends are fixed on driving box 3 33 upper end; It is pressed into bar two bottom left end and it is 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, it is pressed into bar two bottom right-hand member and it is 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; Between driving box three and driving box one, being respectively equipped with a drive shaft 1 between driving box three and driving box two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively; The starboard quarter of driving box two and right front export a drive shaft 2 44 respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a rectangle cutter 2 28;
When rectangular pile pile-formation machine works, each drill bit is injected high pressure water by high-pressure pump respectively, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of drive shaft one, driving box two in operation process, and driving box two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving box one drives drive shaft three rotation in running, driving box one, driving box two, driving box three drive drill bit rotational by the drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter to be stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process, two drive shafts two drive rectangle cutter one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed rectangle termination by rectangle cutter one in rotation, drive shaft three drives rectangle cutter two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex rectangle termination by rectangle cutter two in rotation, the recessed rectangle termination in right portion and the convex rectangle termination of left part match, the soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed into process downwards and forms left end with convex rectangle termination, right-hand member with the rectangle hole of recessed rectangle termination,
H stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a H hole is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, casting concrete, formation concrete H eye-splice stake in this H hole, on the right side of this concrete H eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd concrete H eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete H eye-splice stakes; when the concrete of the H eye-splice stake on both sides reaches certain intensity, front portion in spacing between every two concrete H eye-splice stakes and rear portion again, a rectangle hole is manufactured respectively according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this each rectangle hole, form former and later two concrete rectangular eye-splice stakes, the convex rectangle termination of concrete rectangular eye-splice stake left end anterior between every two concrete H eye-splice stakes is made to be fit to the recessed rectangle termination of left side concrete H eye-splice stake right front ends, the recessed rectangle termination of anterior concrete rectangular eye-splice stake right-hand member is fit to the convex rectangle termination of the right concrete H left front end of eye-splice stake, the convex rectangle termination of the concrete rectangular eye-splice stake left end at rear portion between every two concrete H eye-splice stakes is made to be fit to the recessed rectangle termination of left side concrete H eye-splice stake right rear end, the recessed rectangle termination of the concrete rectangular eye-splice stake right-hand member at rear portion is fit to the convex rectangle termination of the right concrete H left back end of eye-splice stake, so form the stake wall of two mutual rectangle eye-splices of concrete rectangular eye-splice stake between multiple concrete H eye-splice stake and every two concrete H eye-splice stakes, for the gear soil of building foundation, antiseep.
CN201511012152.4A 2015-12-31 2015-12-31 H pile and rectangular pile rectangular insertion equipment Withdrawn CN105625312A (en)

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Application Number Priority Date Filing Date Title
CN201511012152.4A CN105625312A (en) 2015-12-31 2015-12-31 H pile and rectangular pile rectangular insertion equipment

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Application Number Priority Date Filing Date Title
CN201511012152.4A CN105625312A (en) 2015-12-31 2015-12-31 H pile and rectangular pile rectangular insertion equipment

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CN105625312A true CN105625312A (en) 2016-06-01

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CN201511012152.4A Withdrawn CN105625312A (en) 2015-12-31 2015-12-31 H pile and rectangular pile rectangular insertion equipment

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105568969A (en) * 2015-12-31 2016-05-11 卢兴耐 Rectangular inserting-buckling equipment for H-shaped piles and rectangular piles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105568969A (en) * 2015-12-31 2016-05-11 卢兴耐 Rectangular inserting-buckling equipment for H-shaped piles and rectangular piles

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Application publication date: 20160601

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