CN105568965A - Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment - Google Patents
Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment Download PDFInfo
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- CN105568965A CN105568965A CN201511012102.6A CN201511012102A CN105568965A CN 105568965 A CN105568965 A CN 105568965A CN 201511012102 A CN201511012102 A CN 201511012102A CN 105568965 A CN105568965 A CN 105568965A
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- 239000002689 soil Substances 0.000 claims abstract description 18
- 230000005540 biological transmission Effects 0.000 claims description 49
- 238000000034 method Methods 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 3
- 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
- E02D5/22—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
- 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
- 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
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- 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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- 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
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Disclosed is pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment. A plurality of pi-shaped inserting-buckling piles spaced by the distance of one rectangular inserting-buckling pile are manufactured. When the concrete of the pi-shaped inserting-buckling piles on two sides reaches certain strength, a rectangular hole is formed in the interval between every two concrete pi-shaped inserting-buckling piles through a rectangular pile forming machine according to the above work mode of the rectangular pile forming machine; concrete is poured in the rectangular holes, so that concrete rectangular inserting-buckling piles are formed; a triangular head at the left end of the concrete rectangular inserting-buckling pile between every two concrete pi-shaped inserting-buckling piles is matched with a V-shaped rabbet at the right end of the pi-shaped inserting-buckling pile on the left, and a V-shaped rabbet at the right end of the concrete rectangular inserting-buckling pile between every two concrete pi-shaped inserting-buckling piles is matched with a triangular head at the left end of the concrete pi-shaped inserting-buckling pile on the right. In this way, a pile wall in which the multiple concrete pi-shaped inserting-buckling piles and the concrete rectangular inserting-buckling piles between the pi-shaped inserting-buckling piles are in mutual V-shaped inserting-buckling connection is formed, and the pile wall is used for blocking soil and preventing leakage for a building foundation.
Description
Technical field
The present invention relates to the π stake and rectangular pile V-arrangement eye-splice equipment that use in a kind of V-arrangement eye-splice equipment, particularly a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not π shape concrete pile and rectangular concrete pile mutual V-arrangement eye-splice piling wall.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of π stake and the rectangular pile V-arrangement eye-splice equipment that can manufacture π shape concrete pile body and the mutual V-arrangement eye-splice of Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of π stake and rectangular pile V-arrangement eye-splice equipment, comprise π stake pile forming machine and rectangular pile pile forming machine.
π stake pile forming machine comprises following structure: the left part back of transverse arm one is fixed with transverse arm two, the right part back of transverse arm one is fixed with transverse arm three, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of pressure rod one, and the front end of transverse arm three is fixed in the lower end of pressure rod two, the middle lower portion of transverse arm one is fixed with column one, the lower end of column one is fixed with motor one, the lower end of motor one is fixed with gearbox one, in the middle of the left part of transverse arm one, lower end is fixed with column two, the lower end of column two is fixed with gearbox two, the left end bottom of transverse arm one is fixed with column four, the lower end of column four is fixed with gearbox four, in the middle of the right part of transverse arm one, lower end is fixed with column three, the lower end of column three is fixed with gearbox three, the right-hand member bottom of transverse arm one is fixed with column five, the lower end of column five is fixed with gearbox five, the rear end lower of transverse arm two is fixed with column six, the lower end of column six is fixed with gearbox six, the rear end lower of transverse arm three is fixed with column seven, the lower end of column seven is fixed with gearbox seven, the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, a power transmission shaft one is respectively equipped with between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, between gearbox three and gearbox seven, a link arm is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred cutter one, the right back of gearbox five and right front export a power transmission shaft two respectively, and each power transmission shaft two right-hand member fixes a triangular knife one respectively, the left end of gearbox four exports a power transmission shaft three, and the left end of power transmission shaft three fixes a triangular knife two.
Rectangular pile pile forming machine comprises following structure: motor two upper end is fixed in pressure rod three lower end, and driving box three upper end is fixed in motor two lower end; Pressure rod three bottom left end 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, and pressure rod three bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driving box two; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driving box three and driving box one, between driving box three and driving box two, a linking arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred cutter two; The right back of driving box two and right front export a driving shaft two respectively, and the right-hand member of each driving shaft two fixes a triangular knife one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two.
The present invention has following feature:
The present invention can manufacture the piling wall of the eye-splice stake of concrete π shape and the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake, 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 structural representation of π stake pile forming machine;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of the eye-splice stake of π shape and the eye-splice of rectangle eye-splice stake V-arrangement.
In figure: 1, pressure rod one, 2, pressure rod two, 3, gearbox one, 4, gearbox two, 5, gearbox three, 6, gearbox four, 7, gearbox five, 8, power transmission shaft one, 9, stir cutter one, 10, column one, 11, motor one, 12, drilling rod, 13, drill bit, 14, power transmission shaft two, 15, triangular knife one, 16, transverse arm one, 17, column two, 18, column three, 19, column four, 20, column five, 21, transverse arm two, 22, transverse arm three, 23, column six, 24, column seven, 25, gearbox six, 26, gearbox seven, 27, link arm, 28, power transmission shaft three, 29, triangular knife two, 31, pressure rod three, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter two, 40, vertical rod one, 41, vertical rod two, 44, driving shaft two, 46, linking arm, 47, driving shaft three.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises π stake pile forming machine and rectangular pile pile forming machine.
π stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the left part back of transverse arm 1 is fixed with transverse arm 2 21, the right part back of transverse arm one is fixed with transverse arm 3 22, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of pressure rod 1, and the front end of transverse arm three is fixed in the lower end of pressure rod 22, the middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 1, the lower end of motor one is fixed with gearbox 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with gearbox 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with gearbox 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with gearbox 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with gearbox 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with gearbox 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with gearbox 7 26, the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox 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, a power transmission shaft 1 is respectively equipped with between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, between gearbox three and gearbox seven, a link arm 27 is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred cutter 1, the right back of gearbox five and right front export a power transmission shaft 2 14 respectively, and each power transmission shaft two right-hand member fixes a triangular knife 1 respectively, the left end of gearbox four exports a power transmission shaft 3 28, and the left end of power transmission shaft three fixes a triangular knife 2 29.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox two differs certain angle in rotation, is independent of each other mutually in rotation.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox three differs certain angle in rotation, is independent of each other mutually in rotation.
π stake pile forming machine can work independently, specific works mode is as follows: π stake pile forming machine is provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives gearbox two and gearbox three running respectively, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives gearbox four and gearbox six running respectively, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives gearbox five and gearbox seven running respectively, gearbox five drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of right back and right front respectively in operation process, the on-stream driving power transmission shaft three of gearbox four rotates, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by seven drill bits in rotation, six power transmission shafts one drive two link arms on each power transmission shaft one to drive respectively and stir cutter one around power transmission shaft one rotation in rotation, stir cutter one in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, two power transmission shafts two drive triangular knife one rotation on power transmission shaft two respectively in rotation, triangular knife one in rotation by the soil cutting forming V-shape tongue and groove of the termination of right part, power transmission shaft three drives triangular knife two rotation of power transmission shaft three left end in rotation, the soil cutting of left part termination is become trigonocephalia by triangular knife two in rotation, the V-arrangement tongue and groove of right part and the trigonocephalia of left part match, the soil body cut is mixed in mud, and mud flows out from hole, and pressure rod one, pressure rod two are compressed into process and formed left end with trigonocephalia, right-hand member with the π shape hole of V-arrangement tongue and groove downwards.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 2 32 upper end is fixed in pressure rod 3 31 lower end, and driving box 3 33 upper end is fixed in motor two lower end; Pressure rod three bottom left end 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, pressure rod three bottom right-hand member 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; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred cutter 2 39; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a triangular knife one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two.
Rectangular pile pile forming machine can work independently, specific works mode is as follows: rectangular pile pile forming machine is also provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process; The on-stream driving driving shaft three of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter two around driving shaft one rotation in rotation, stir cutter two in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, triangular knife one in rotation by the soil cutting forming V-shape tongue and groove of the termination of right part, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, and the soil cutting of the termination of left part is become trigonocephalia by triangular knife two in rotation; The V-arrangement tongue and groove of right part and the trigonocephalia of left part match; The soil body cut is mixed in mud, and mud flows out from hole, and pressure rod three is compressed into process and formed left end with trigonocephalia, right-hand member with the rectangular opening of V-arrangement tongue and groove downwards.
π stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a π shape hole is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, concreting in this hole, form concrete π shape eye-splice stake, on the right side of this concrete π shape eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete π shape eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete π shape eye-splice stakes, when the concrete strength of the π shape eye-splice stake on both sides reaches some strength, in spacing again between every two concrete π shape eye-splice stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular eye-splice stake, the trigonocephalia of the concrete rectangular eye-splice stake left end between every two concrete π shape eye-splice stakes is made to be fit to the V-arrangement tongue and groove of left side π shape eye-splice stake right-hand member, the V-arrangement tongue and groove of concrete rectangular eye-splice stake right-hand member is fit to the trigonocephalia of the right concrete π shape eye-splice stake left end, the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between formation like this multiple concrete π shape eye-splice stake and every two concrete π shape eye-splice stakes, for the gear soil of building foundation, antiseep.
Claims (1)
1. π stake and a rectangular pile V-arrangement eye-splice equipment, comprise π stake pile forming machine and rectangular pile pile forming machine;
π stake pile forming machine concrete structure comprises: the left part back of transverse arm 1 is fixed with transverse arm 2 21, the right part back of transverse arm one is fixed with transverse arm 3 22, thus transverse arm one, transverse arm two, transverse arm three form a π shape framework, the front end of transverse arm two is fixed in the lower end of pressure rod 1, and the front end of transverse arm three is fixed in the lower end of pressure rod 22, the middle lower portion of transverse arm one is fixed with column 1, the lower end of column one is fixed with motor 1, the lower end of motor one is fixed with gearbox 1, in the middle of the left part of transverse arm one, lower end is fixed with column 2 17, the lower end of column two is fixed with gearbox 24, the left end bottom of transverse arm one is fixed with column 4 19, the lower end of column four is fixed with gearbox 46, in the middle of the right part of transverse arm one, lower end is fixed with column 3 18, the lower end of column three is fixed with gearbox 35, the right-hand member bottom of transverse arm one is fixed with column 5 20, the lower end of column five is fixed with gearbox 57, the rear end lower of transverse arm two is fixed with column 6 23, the lower end of column six is fixed with gearbox 6 25, the rear end lower of transverse arm three is fixed with column 7 24, the lower end of column seven is fixed with gearbox 7 26, the lower end of gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox 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, a power transmission shaft 1 is respectively equipped with between gearbox one and gearbox two, between gearbox one and gearbox three, between gearbox two and gearbox four, between gearbox three and gearbox five, between gearbox two and gearbox six, between gearbox three and gearbox seven, a link arm 27 is fixed on the middle both sides of each power transmission shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred cutter 1, the right back of gearbox five and right front export a power transmission shaft 2 14 respectively, and each power transmission shaft two right-hand member fixes a triangular knife 1 respectively, the left end of gearbox four exports a power transmission shaft 3 28, and the left end of power transmission shaft three fixes a triangular knife 2 29,
During the work of π stake pile forming machine, grouting pump injects water under high pressure respectively to each drill bit, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives gearbox two and gearbox three running respectively, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives gearbox four and gearbox six running respectively, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives gearbox five and gearbox seven running respectively, gearbox five drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of right back and right front respectively in operation process, the on-stream driving power transmission shaft three of gearbox four rotates, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by seven drill bits in rotation, six power transmission shafts one drive two link arms on each power transmission shaft one to drive respectively and stir cutter one around power transmission shaft one rotation in rotation, stir cutter one in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, two power transmission shafts two drive triangular knife one rotation on power transmission shaft two respectively in rotation, triangular knife one in rotation by the soil cutting forming V-shape tongue and groove of the termination of right part, power transmission shaft three drives triangular knife two rotation of power transmission shaft three left end in rotation, the soil cutting of left part termination is become trigonocephalia by triangular knife two in rotation, the V-arrangement tongue and groove of right part and the trigonocephalia of left part match, the soil body cut is mixed in mud, and mud flows out from hole, and pressure rod one, pressure rod two are compressed into process and formed left end with trigonocephalia, right-hand member with the π shape hole of V-arrangement tongue and groove downwards,
The concrete structure of rectangular pile pile forming machine comprises: motor 2 32 upper end is fixed in pressure rod 3 31 lower end, and driving box 3 33 upper end is fixed in motor two lower end; Pressure rod three bottom left end 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, pressure rod three bottom right-hand member 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; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm is fixed one respectively and stirred cutter 2 39; The right back of driving box two and right front export a driving shaft 2 44 respectively, and the right-hand member of each driving shaft two fixes a triangular knife one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two;
During the work of rectangular pile pile forming machine, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process; The on-stream driving driving shaft three of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter two around driving shaft one rotation in rotation, stir cutter two in rotation process, the part earth being less than bit diameter between every two drill bits to be cut, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, triangular knife one in rotation by the soil cutting forming V-shape tongue and groove of the termination of right part, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, and the soil cutting of the termination of left part is become trigonocephalia by triangular knife two in rotation; The V-arrangement tongue and groove of right part and the trigonocephalia of left part match; The soil body cut is mixed in mud, and mud flows out from hole, and pressure rod three is compressed into process and formed left end with trigonocephalia, right-hand member with the rectangular opening of V-arrangement tongue and groove downwards;
It is characterized in that: π stake pile forming machine and rectangular pile pile forming machine associated working process: first in the original position needing pile axis, a π shape hole is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, concreting in this hole, form concrete π shape eye-splice stake, on the right side of this concrete π shape eye-splice stake, the distance of the rectangle eye-splice stake in interval manufactures second concrete π shape eye-splice stake again, so manufacture one, multiple interval rectangle eye-splice pilespacing from multiple concrete π shape eye-splice stakes, when the concrete strength of the π shape eye-splice stake on both sides reaches some strength, in spacing again between every two concrete π shape eye-splice stakes, a rectangular opening is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, concreting in this rectangular opening, form concrete rectangular eye-splice stake, the trigonocephalia of the concrete rectangular eye-splice stake left end between every two concrete π shape eye-splice stakes is made to be fit to the V-arrangement tongue and groove of left side π shape eye-splice stake right-hand member, the V-arrangement tongue and groove of concrete rectangular eye-splice stake right-hand member is fit to the trigonocephalia of the right concrete π shape eye-splice stake left end, the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between formation like this multiple concrete π shape eye-splice stake and every two concrete π shape eye-splice stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012102.6A CN105568965A (en) | 2015-12-31 | 2015-12-31 | Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012102.6A CN105568965A (en) | 2015-12-31 | 2015-12-31 | Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment |
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| Publication Number | Publication Date |
|---|---|
| CN105568965A true CN105568965A (en) | 2016-05-11 |
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|---|---|---|---|
| CN201511012102.6A Withdrawn CN105568965A (en) | 2015-12-31 | 2015-12-31 | Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment |
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| CN (1) | CN105568965A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105507241A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
| CN105507240A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
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| CN105507240A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
| CN105507241A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
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| US5007770A (en) * | 1989-12-04 | 1991-04-16 | Simmons Robert J | Method and apparatus for constructing a subsurface retaining wall |
| CN104895062A (en) * | 2015-04-15 | 2015-09-09 | 张璐 | Application method for rectangular stirring drilling machine |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming machine |
| CN105133583A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Using method for socket pile molding device |
| CN105178295A (en) * | 2015-08-09 | 2015-12-23 | 刘玉燕 | V-shaped head stirring pile-forming machine |
| CN105421349A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Pi pile and rectangular pile V-shaped inserting and buckling apparatus |
| CN105507240A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
| CN105507241A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507241A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
| CN105507240A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | V-shaped buckling equipment with Pi-shaped piles and rectangular piles |
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