CN105625324A - Circular arc inserting-connection equipment for H-shaped piles and rectangular piles - Google Patents
Circular arc inserting-connection equipment for H-shaped piles and rectangular piles Download PDFInfo
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- CN105625324A CN105625324A CN201511012238.7A CN201511012238A CN105625324A CN 105625324 A CN105625324 A CN 105625324A CN 201511012238 A CN201511012238 A CN 201511012238A CN 105625324 A CN105625324 A CN 105625324A
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- 239000002689 soil Substances 0.000 claims abstract description 28
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims description 23
- 238000005520 cutting process Methods 0.000 claims description 20
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 9
- 230000001360 synchronised effect Effects 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000003032 molecular docking Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 230000002265 prevention Effects 0.000 abstract 1
- 238000013019 agitation Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—Shapes rectangular
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- 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
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention provides circular arc inserting-connection equipment for H-shaped piles and rectangular piles. A plurality of H-shaped concrete inserting-connection piles are manufactured, and every two adjacent H-shaped concrete inserting-connection piles are spaced by the distance of one rectangular inserting-connection pile. When concrete of the H-shaped inserting-connection piles on the two sides reaches a certain strength, a rectangular pile forming machine is used for manufacturing two rectangular holes in the front portion and the rear portion of the space between every two H-shaped concrete inserting-connection piles correspondingly in the working manner of the rectangular pile forming machine; concrete is poured into each rectangular hole to form the rectangular inserting-connection pile. In this way, the multiple H-shaped concrete inserting-connection piles and the two rectangular concrete inserting-connection piles between every two H-shaped concrete inserting-connection piles are connected in a mutual V-shaped inserting-connection mode to form a piling wall, and the piling wall is used for soil retaining and seepage prevention of a building foundation.
Description
Technical field
The present invention relates in a kind of circular arc docking device, particularly a kind of building foundation engineering the H stake and rectangular pile circular arc docking device 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 grafting 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 circular arc docking device that can manufacture H concrete pile body and the mutual circular arc grafting of rectangular concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of H stake and rectangular pile circular arc docking device, 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 this each turning axle two fixes a recessed round cutter respectively, the left back portion of wheel casing two and left front portion export a turning axle two respectively, and the left back portion of wheel casing five and left front portion also export a turning axle two respectively, and the left end of this each turning axle two fixes a recessed round cutter 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 left end of driving box one exports a drive shaft two, and the left end of this drive shaft two fixes a convex round cutter; The right-hand member of driving box two exports a drive shaft two, and the right-hand member of this drive shaft two fixes a convex round cutter.
The present invention has following feature:
The present invention can manufacture H concrete pile body and the stake wall of the mutual circular arc grafting 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 circular arc grafting.
In figure: 1, be 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, recessed round cutter, 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, 28, convex round cutter; 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.
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 this each turning axle two fixes a recessed round cutter 15 respectively, the left back portion of wheel casing two and left front portion export a turning axle 2 14 respectively, and the left back portion of wheel casing five and left front portion also export a turning axle two respectively, and the left end of this each turning axle two fixes a recessed round cutter 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 is the turning axle two in the difference right back portion of drive gear casing three and turning axle two synchronous axial system in opposite directions of right front portion in operation process, and wheel casing six is the turning axle two in the difference right back portion of drive gear casing six and turning axle two synchronous axial system in opposite directions of right front portion in operation process; Wheel casing two is the turning axle two in the difference left back portion of drive gear casing two and turning axle two synchronous axial system in opposite directions in left front portion in operation process, and wheel casing five is the turning axle two in the difference left back portion of drive gear casing five and turning axle two synchronous axial system in opposite directions in left front portion 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 the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting in right for wheel casing three portion is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing six drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting in right for wheel casing six portion is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing two drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting of wheel casing two left part is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing five drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting of wheel casing five left part is become recessed rounded head by these two recessed round cuttves in rotation; 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 two ends, left and right respectively with the H hole of two recessed rounded head.
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 left end of driving box one exports a drive shaft 2 44, and the left end of this drive shaft two fixes a convex round cutter 28; The right-hand member of driving box two exports a drive shaft 2 44, and the right-hand member of this drive shaft two fixes a convex round cutter 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 drive shaft two rotation of right-hand member in running; Driving box one drives drive shaft two rotation of left end 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 and stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process; The drive shaft two of left end drives the convex round cutter on the drive shaft two of left end to rotate in rotation, and the soil cutting of the termination of left part is become convex rounded head by this convex round cutter in rotation; The drive shaft two of right-hand member drives the convex round cutter on the drive shaft two of right-hand member to rotate in rotation, and the soil cutting of the termination in right portion is become convex rounded head by this convex round cutter in rotation; 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 formation about one two ends downwards respectively with the rectangle hole of convex rounded head.
The recessed rounded head at H grafting stake two ends and the convex rounded head at rectangle grafting stake two ends match.
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 grafting stake in this H hole, on the right side of this concrete H grafting stake, the distance of the rectangle grafting stake in interval manufacture the 2nd concrete H grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple concrete H grafting stakes; when the concrete of the H grafting stake on both sides reaches certain intensity, front portion in spacing between every two concrete H grafting 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 rectangle grafting stake, the convex rounded head of concrete rectangular grafting stake left end anterior between every two concrete H grafting stakes is made to be fit to the recessed rounded head of left side concrete H grafting stake right front ends, the convex rounded head of anterior concrete rectangular grafting stake right-hand member is fit to the recessed rounded head of the right concrete H left front end of grafting stake, the convex rounded head of the concrete rectangular grafting stake left end at rear portion between every two concrete H grafting stakes is made to be fit to the recessed rounded head of left side concrete H grafting stake right rear end, the convex rounded head of the concrete rectangular grafting stake right-hand member at rear portion is fit to the recessed rounded head of the right concrete H left back end of grafting stake, so form the stake wall of two mutual circular arc grafting of concrete rectangular grafting stake between multiple concrete H grafting stake and every two concrete H grafting stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. H stake and a rectangular pile circular arc docking device, 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 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 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 this each turning axle two fixes a recessed round cutter 15 respectively, the left back portion of wheel casing two and left front portion export a turning axle 2 14 respectively, and the left back portion of wheel casing five and left front portion also export a turning axle two respectively, and the left end of this each turning axle two fixes a recessed round cutter 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 is the turning axle two in the difference right back portion of drive gear casing three and turning axle two synchronous axial system in opposite directions of right front portion in operation process, and wheel casing six is the turning axle two in the difference right back portion of drive gear casing six and turning axle two synchronous axial system in opposite directions of right front portion in operation process; Wheel casing two is the turning axle two in the difference left back portion of drive gear casing two and turning axle two synchronous axial system in opposite directions in left front portion in operation process, and wheel casing five is the turning axle two in the difference left back portion of drive gear casing five and turning axle two synchronous axial system in opposite directions in left front portion 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 the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting in right for wheel casing three portion is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing six drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting in right for wheel casing six portion is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing two drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting of wheel casing two left part is become recessed rounded head by these two recessed round cuttves in rotation; Two turning axles two on wheel casing five drive the recessed round cutter on turning axle two to rotate respectively in rotation, and the soil cutting of wheel casing five left part is become recessed rounded head by these two recessed round cuttves in rotation; 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 two ends, left and right respectively with the H hole of two recessed rounded head;
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 left end of driving box one exports a drive shaft 2 44, and the left end of this drive shaft two fixes a convex round cutter 28; The right-hand member of driving box two exports a drive shaft 2 44, and the right-hand member of this drive shaft two fixes a convex round cutter 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 drive shaft two rotation of right-hand member in running; Driving box one drives drive shaft two rotation of left end 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 and stirred by the part soil cutting being less than drill bit diameter between every two drill bits in rotation process; The drive shaft two of left end drives the convex round cutter on the drive shaft two of left end to rotate in rotation, and the soil cutting of the termination of left part is become convex rounded head by this convex round cutter in rotation; The drive shaft two of right-hand member drives the convex round cutter on the drive shaft two of right-hand member to rotate in rotation, and the soil cutting of the termination in right portion is become convex rounded head by this convex round cutter in rotation; 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 formation about one two ends downwards respectively with the rectangle hole of convex rounded head;
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 grafting stake in this H hole, on the right side of this concrete H grafting stake, the distance of the rectangle grafting stake in interval manufacture the 2nd concrete H grafting stake again, so manufacture one, multiple interval rectangle grafting pilespacing from multiple concrete H grafting stakes; when the concrete of the H grafting stake on both sides reaches certain intensity, front portion in spacing between every two concrete H grafting 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 rectangle grafting stake, the convex rounded head of concrete rectangular grafting stake left end anterior between every two concrete H grafting stakes is made to be fit to the recessed rounded head of left side concrete H grafting stake right front ends, the convex rounded head of anterior concrete rectangular grafting stake right-hand member is fit to the recessed rounded head of the right concrete H left front end of grafting stake, the convex rounded head of the concrete rectangular grafting stake left end at rear portion between every two concrete H grafting stakes is made to be fit to the recessed rounded head of left side concrete H grafting stake right rear end, the convex rounded head of the concrete rectangular grafting stake right-hand member at rear portion is fit to the recessed rounded head of the right concrete H left back end of grafting stake, so form the stake wall of two mutual circular arc grafting of concrete rectangular grafting stake between multiple concrete H grafting stake and every two concrete H grafting stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012238.7A CN105625324A (en) | 2015-12-31 | 2015-12-31 | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012238.7A CN105625324A (en) | 2015-12-31 | 2015-12-31 | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
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| CN105625324A true CN105625324A (en) | 2016-06-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201511012238.7A Withdrawn CN105625324A (en) | 2015-12-31 | 2015-12-31 | Circular arc inserting-connection equipment for H-shaped piles and rectangular piles |
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| CN (1) | CN105625324A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421387A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | Circular-arc splicing equipment for H piles and rectangular piles |
-
2015
- 2015-12-31 CN CN201511012238.7A patent/CN105625324A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421387A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | Circular-arc splicing equipment for H piles and rectangular piles |
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| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160601 |
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| WW01 | Invention patent application withdrawn after publication |