CN105649023A - V-shaped eye-splice equipment for H-shaped piles and rectangular piles - Google Patents
V-shaped eye-splice equipment for H-shaped piles and rectangular piles Download PDFInfo
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- CN105649023A CN105649023A CN201511012228.3A CN201511012228A CN105649023A CN 105649023 A CN105649023 A CN 105649023A CN 201511012228 A CN201511012228 A CN 201511012228A CN 105649023 A CN105649023 A CN 105649023A
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- 239000002689 soil Substances 0.000 claims abstract description 29
- 238000000034 method Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 16
- 239000011440 grout Substances 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 8
- 230000001360 synchronised effect Effects 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 238000013019 agitation Methods 0.000 description 1
- 238000005516 engineering process Methods 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
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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
- E02D2200/1628—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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- 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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses V-shaped eye-splice equipment for H-shaped piles and rectangular piles. A plurality of cemented soil H-shaped eye-splice piles which are spaced apart the distance of one rectangular eye-splice pile are manufactured; when cemented soil of the H-shaped eye-splice piles at the two sides reaches certain strength, one rectangular hole is manufactured on each of the front part and the rear part within the distance of every two H-shaped eye-splice piles by use of a rectangular pile forming machine according to a working mode of the rectangular pile forming machine, and concrete is poured into every rectangular hole to form front and rear concrete rectangular eye-splice piles, so that a pile wall, which is in mutual V-shaped eye-splice with the plurality of cemented soil H-shaped eye-splice piles and the two concrete rectangular eye-splice piles between every two cemented soil H-shaped eye-splice piles, is formed; and the pile wall is used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates in a kind of V shape eye-splice equipment, particularly a kind of building foundation engineering the H stake and rectangular pile V shape 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 cement earth 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 V shape eye-splice equipment that can manufacture H cement soil pile and the mutual V shape 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 V shape 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 triangular knife 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 triangular knife 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 triangular knife one respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a triangular knife two.
The present invention has following feature:
The present invention can manufacture H cement soil pile and the stake wall of the mutual V shape 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 V shape 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, triangular knife 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, triangular knife 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 triangular knife 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 triangular knife 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 grout 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 earth of its lower end is cut in rotation and stirs with grout by seven drill bits; 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, the part earth being less than drill bit diameter between every two drill bits is cut in rotation process and stirs with grout by rotary-cut cutter, thus becomes H-shaped cement earth pile; Two turning axles two on wheel casing three drive triangular knife one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing three portion and grout are stirred into recessed V shape termination by triangular knife one in rotation, turning axle three on wheel casing two drives triangular knife two rotation on turning axle three in rotation, and the soil cutting of wheel casing two left part and grout are stirred into convex V shape termination by triangular knife two in rotation; Two turning axles two on wheel casing six drive triangular knife one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing six portion and grout are stirred into recessed V shape termination by triangular knife one in rotation, turning axle three on wheel casing five drives triangular knife two rotation on turning axle three in rotation, and the soil cutting of wheel casing five left part and grout are stirred into convex V shape termination by triangular knife two in rotation;The convex V shape termination of left end and the recessed V shape termination of right-hand member coincide; It is pressed into bar one to be pressed into process downwards and form left end with two convex V shape terminations, right-hand member with the H eye-splice stake of two recessed V shape 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 triangular knife 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a triangular knife 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 triangular knife one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed V shape termination by triangular knife one in rotation, drive shaft three drives triangular knife two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex V shape termination by triangular knife two in rotation, the recessed V shape termination in right portion and the convex V shape 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 V shape termination, right-hand member with the rectangle hole of recessed V shape 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 cement-earth H eye-splice stake is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, on the right side of this H eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd cement-earth H eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-earth H eye-splice stakes;When the soil cement intensity of the H eye-splice stake on both sides reaches certain intensity, front portion in spacing between every two 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 V shape termination of concrete rectangular eye-splice stake left end anterior between every two cement-earth H eye-splice stakes is made to be fit to the recessed V shape termination of left side cement-earth H eye-splice stake right front ends, the recessed V shape termination of anterior concrete rectangular eye-splice stake right-hand member is fit to the convex V shape termination of the right cement-earth H left front end of eye-splice stake, the convex V shape termination of the concrete rectangular eye-splice stake left end at rear portion between every two cement-earth H eye-splice stakes is made to be fit to the recessed V shape termination of left side cement-earth H eye-splice stake right rear end, the recessed V shape termination of the concrete rectangular eye-splice stake right-hand member at rear portion is fit to the convex V shape termination of the right cement-earth H left back end of eye-splice stake, so form the stake wall of the mutual V shape eye-splice of two concrete rectangular eye-splice stakes between multiple cement-earth H eye-splice stake and every two cement-earth H eye-splice stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. H stake and a rectangular pile V shape 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 triangular knife 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 triangular knife two respectively,
When H stake pile-formation machine works, each drill bit is injected grout 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 earth of its lower end is cut in rotation and stirs with grout by seven drill bits; 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, the part earth being less than drill bit diameter between every two drill bits is cut in rotation process and stirs with grout by rotary-cut cutter, thus becomes H-shaped cement earth pile;Two turning axles two on wheel casing three drive triangular knife one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing three portion and grout are stirred into recessed V shape termination by triangular knife one in rotation, turning axle three on wheel casing two drives triangular knife two rotation on turning axle three in rotation, and the soil cutting of wheel casing two left part and grout are stirred into convex V shape termination by triangular knife two in rotation; Two turning axles two on wheel casing six drive triangular knife one rotation on turning axle two respectively in rotation, the soil cutting in right for wheel casing six portion and grout are stirred into recessed V shape termination by triangular knife one in rotation, turning axle three on wheel casing five drives triangular knife two rotation on turning axle three in rotation, and the soil cutting of wheel casing five left part and grout are stirred into convex V shape termination by triangular knife two in rotation; The convex V shape termination of left end and the recessed V shape termination of right-hand member coincide; It is pressed into bar one to be pressed into process downwards and form left end with two convex V shape terminations, right-hand member with the H eye-splice stake of two recessed V shape 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 triangular knife 1 respectively; The left end of driving box one exports a drive shaft three, and the left end of drive shaft three fixes a triangular knife 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 triangular knife one rotation on drive shaft two respectively in rotation, the soil cutting of the termination in right portion is become recessed V shape termination by triangular knife one in rotation, drive shaft three drives triangular knife two rotation on drive shaft three in rotation, the soil cutting of the termination of left part is become convex V shape termination by triangular knife two in rotation,The recessed V shape termination in right portion and the convex V shape 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 V shape termination, right-hand member with the rectangle hole of recessed V shape termination;
H stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a cement-earth H eye-splice stake is manufactured according to the mode of operation of above-mentioned H stake pile-formation machine with H stake pile-formation machine, on the right side of this H eye-splice stake, the distance of the rectangle eye-splice stake in interval manufacture the 2nd cement-earth H eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple cement-earth H eye-splice stakes; when the soil cement intensity of the H eye-splice stake on both sides reaches certain intensity, front portion in spacing between every two 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 V shape termination of concrete rectangular eye-splice stake left end anterior between every two cement-earth H eye-splice stakes is made to be fit to the recessed V shape termination of left side cement-earth H eye-splice stake right front ends, the recessed V shape termination of anterior concrete rectangular eye-splice stake right-hand member is fit to the convex V shape termination of the right cement-earth H left front end of eye-splice stake, the convex V shape termination of the concrete rectangular eye-splice stake left end at rear portion between every two cement-earth H eye-splice stakes is made to be fit to the recessed V shape termination of left side cement-earth H eye-splice stake right rear end, the recessed V shape termination of the concrete rectangular eye-splice stake right-hand member at rear portion is fit to the convex V shape termination of the right cement-earth H left back end of eye-splice stake, so form the stake wall of the mutual V shape eye-splice of two concrete rectangular eye-splice stakes between multiple cement-earth H eye-splice stake and every two cement-earth H eye-splice stakes, for the gear soil of building foundation, antiseep.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012228.3A CN105649023A (en) | 2015-12-31 | 2015-12-31 | V-shaped eye-splice equipment for H-shaped piles and rectangular piles |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201511012228.3A CN105649023A (en) | 2015-12-31 | 2015-12-31 | V-shaped eye-splice equipment for H-shaped piles and rectangular piles |
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| CN105649023A true CN105649023A (en) | 2016-06-08 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421384A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | V-shaped eye-splicing equipment for H piles and rectangular piles |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421384A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | V-shaped eye-splicing equipment for H piles and rectangular piles |
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Application publication date: 20160608 |
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