CN105586916A - Circular-arc locking equipment for circular piles and pi-shaped piles - Google Patents

Circular-arc locking equipment for circular piles and pi-shaped piles Download PDF

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Publication number
CN105586916A
CN105586916A CN201610095857.5A CN201610095857A CN105586916A CN 105586916 A CN105586916 A CN 105586916A CN 201610095857 A CN201610095857 A CN 201610095857A CN 105586916 A CN105586916 A CN 105586916A
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CN
China
Prior art keywords
gearbox
stake
fixed
power transmission
pile
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Withdrawn
Application number
CN201610095857.5A
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Chinese (zh)
Inventor
宗琪
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Individual
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Individual
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Priority to CN201610095857.5A priority Critical patent/CN105586916A/en
Publication of CN105586916A publication Critical patent/CN105586916A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1607Shapes round, e.g. circle
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal

Abstract

The invention discloses circular-arc locking equipment for circular piles and pi-shaped piles. The circular-arc locking equipment comprises a pi-shaped pile forming machine and a circular pile forming machine. The multiple concrete pi-shaped piles are manufactured at intervals by the distance of a circular pile; when the concrete strength of the pi-shaped piles on the two sides reaches a certain degree, a concrete circular pile is manufactured in the interval between every two corresponding pi-shaped piles through the circular pile forming machine according to the operation mode of the circular pile forming machine, so that a convex circular arc of the circular pile located between the every two corresponding pi-shaped piles is matched with concave circular arcs of the corresponding pi-shaped piles located at the left end and the right end; and in this way, a piling wall with the multiple concrete pi-shaped piles and the corresponding concrete circular piles located between the every two pi-shaped piles being mutually locked through the circular arcs is formed. The piling wall is used for soil blocking and seepage resistance of building foundations.

Description

Circle stake and π stake circular arc fore shaft equipment
Technical field
The circle stake and the π stake circular arc fore shaft equipment that the present invention relates to use in a kind of circular arc fore shaft equipment, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, the pile body that the Soil-cement rig of other pattern becomes is all the assembly of multiple soil cement cylinders, is not the piling wall of the mutual circular arc fore shaft of concrete π stake and concrete circular pile.
Summary of the invention
The present invention has made up above shortcoming, and a kind of circle stake and π stake circular arc fore shaft equipment that can manufacture concrete π stake and the mutual circular arc fore shaft of concrete circular pile is provided.
The present invention is achieved through the following technical solutions:
A kind of circle stake and π stake circular arc fore shaft equipment, comprise π stake pile-formation machine and circle stake pile-formation machine.
π stake pile-formation machine comprises following structure: the right part back that the left part back of transverse arm one is fixed with transverse arm two, transverse arm one is fixed with transverse arm three, transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, 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 one, 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, be respectively equipped with a power transmission shaft one between gearbox three and gearbox seven, a link arm is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter one, a power transmission shaft two is exported respectively in the right back of gearbox five and right front, and each power transmission shaft two right-hand members are fixed respectively a recessed dise knife, a power transmission shaft two is exported respectively in the left back of gearbox four and left front, and these each power transmission shaft two left ends are fixed respectively a recessed dise knife.
Circle stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of pressure rod three, the output shaft of motor two lower ends is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall of concrete π stake and the mutual circular arc fore shaft of concrete circular pile, for gear soil, the antiseepage of building foundation.
Brief description of the drawings
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of π stake pile-formation machine;
Fig. 2 is that A-A of Fig. 1 is to view;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is that C-C of Fig. 1 is to view;
Fig. 5 is the structural representation of circle stake pile-formation machine;
Fig. 6 is the cross-sectional view of π stake and circle stake circular arc fore shaft.
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 one, 14, power transmission shaft two, 15, recessed dise knife, 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; 31, pressure rod three, 32, motor two, 33, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises π stake pile-formation machine and circle stake pile-formation machine.
π stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the right part back that the left part back of transverse arm 1 is fixed with transverse arm 2 21, transverse arm one is fixed with transverse arm 3 22, transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, 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 1, 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, be respectively equipped with a power transmission shaft 1 between gearbox three and gearbox seven, a link arm 27 is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter 1, a power transmission shaft 2 14 is exported respectively in the right back of gearbox five and right front, and these each power transmission shaft two right-hand members are fixed respectively a recessed dise knife 15, a power transmission shaft 2 14 is exported respectively in the left back of gearbox four and left front, and these each power transmission shaft two left ends are fixed respectively a recessed dise knife 15.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox two differs certain angle in rotation, in rotation, is independent of each other mutually.
The cutter one that stirs on left and right, rear three power transmission shafts one of gearbox three differs certain angle in rotation, in rotation, is independent of each other mutually.
The specific works mode of π stake pile-formation machine is as follows: π stake pile-formation machine is provided with grouting pump, when work, grouting pump injects respectively water under high pressure to each drill bit one, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives respectively gearbox two and gearbox three runnings, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives respectively gearbox four and gearbox six runnings, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives respectively gearbox five and gearbox seven runnings, gearbox five drives respectively the power transmission shaft two of right back and the power transmission shaft two of right front relative to synchronously rotating in operation process, gearbox four drives respectively the power transmission shaft two of left back and the power transmission shaft two of left front relative to synchronously rotating in operation process, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, the gearbox seven respectively drilling rod by its lower end drive drill bit one to rotate, seven drill bits one in rotation by the soil cutting of its lower end, six power transmission shafts one drive respectively two link arms drives on each power transmission shaft one to stir cutter one around power transmission shaft one rotation in rotation, stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals, two power transmission shafts two of right-hand member drive respectively the recessed dise knife on the power transmission shaft two of right-hand member to rotate in rotation, the recessed dise knife of right-hand member becomes concave arc by the soil cutting of the termination of right part in rotation, two power transmission shafts two of left end drive respectively the recessed dise knife on the power transmission shaft two of left end to rotate in rotation, the recessed dise knife of left end becomes concave arc by the soil cutting of the termination of left part in rotation, the soil body machining away is mixed in mud, and mud flows out from hole, and pressure rod one, pressure rod two are compressed into process and formed two ends, a left and right respectively with the π shape hole of concave arc downwards, in this π shape hole casting concrete, form concrete π stake.
Circle stake pile-formation machine comprises the structure in Fig. 5; Concrete structure is as follows: the upper end of the lower end fixed motor 2 32 of pressure rod 3 31, the output shaft of motor two lower ends is fixed with drill bit 2 33.
Circle stake pile-formation machine can work independently, specific works mode is as follows: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives drill bit two rotations, drill bit two in rotary course by the soil cutting of drill bit two lower ends, the soil body machining away is mixed in mud, mud flows out from hole, and pressure rod three is compressed into process and formed circular hole downwards, casting concrete, formation concrete circular pile in this circular hole.
The dome arc of circle stake and the concave arc at two ends, π stake left and right coincide.
π stake pile-formation machine is as follows with circle stake pile-formation machine associated working process: first in the original position that needs pile axis, manufacture concrete π stake according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, at right side, the interval of this concrete π stake, the distance of a circle stake is manufactured second concrete π stake again, so manufacture the round pilespacing in one, multiple intervals from multiple concrete π stake; In the time that the concrete strength of the π on both sides stake reaches some strength, again in the spacing between every two π stakes, manufacture a concrete circular pile with circle stake pile-formation machine according to the working method of above-mentioned circle stake pile-formation machine, make the dome arc of the circle stake between every two π stakes be fit to the concave arc of two ends, left and right π stake, so form the piling wall of the mutual circular arc fore shaft of concrete circular pile between multiple concrete π stake and every two π stakes, for gear soil, the antiseep of building foundation.

Claims (4)

1. circle stake and a π stake circular arc fore shaft equipment, comprises π stake pile-formation machine and circle stake pile-formation machine, it is characterized in that:
The concrete structure of π stake pile-formation machine comprises: the right part back that the left part back of transverse arm one (16) is fixed with transverse arm two (21), transverse arm one is fixed with transverse arm three (22), transverse arm one, transverse arm two, transverse arm three form a π shape framework thus, the front end of transverse arm two is fixed in the lower end of pressure rod one (1), and the front end of transverse arm three is fixed in the lower end of pressure rod two (2), the middle lower portion of transverse arm one is fixed with column one (10), the lower end of column one is fixed with motor one (11), the lower end of motor one is fixed with gearbox one (3), in the middle of the left part of transverse arm one, lower end is fixed with column two (17), the lower end of column two is fixed with gearbox two (4), the left end bottom of transverse arm one is fixed with column four (19), the lower end of column four is fixed with gearbox four (6), in the middle of the right part of transverse arm one, lower end is fixed with column three (18), the lower end of column three is fixed with gearbox three (5), the right-hand member bottom of transverse arm one is fixed with column five (20), the lower end of column five is fixed with gearbox five (7), the rear end lower of transverse arm two is fixed with column six (23), the lower end of column six is fixed with gearbox six (25), the rear end lower of transverse arm three is fixed with column seven (24), the lower end of column seven is fixed with gearbox seven (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 one (13), 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, be respectively equipped with a power transmission shaft one (8) between gearbox three and gearbox seven, a link arm (27) is fixed respectively on the middle both sides of each power transmission shaft one, and the outer end of each link arm is fixed respectively one and stirred cutter one (9), a power transmission shaft two (14) is exported respectively in the right back of gearbox five and right front, and these each power transmission shaft two right-hand members are fixed respectively a recessed dise knife (15), a power transmission shaft two (14) is exported respectively in the left back of gearbox four and left front, and these each power transmission shaft two left ends are fixed respectively a recessed dise knife (15),
The specific works mode of π stake pile-formation machine: when the work of π stake pile-formation machine, grouting pump injects respectively water under high pressure to each drill bit one, motor one drives gearbox one running, the on-stream rotation by two power transmission shafts one in left and right of gearbox one drives respectively gearbox two and gearbox three runnings, gearbox two is on-stream by left, the rotation of latter two power transmission shaft one drives respectively gearbox four and gearbox six runnings, gearbox three is on-stream by right, the rotation of latter two power transmission shaft one drives respectively gearbox five and gearbox seven runnings, gearbox five drives respectively the power transmission shaft two of right back and the power transmission shaft two of right front relative to synchronously rotating in operation process, gearbox four drives respectively the power transmission shaft two of left back and the power transmission shaft two of left front relative to synchronously rotating in operation process, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, the gearbox seven respectively drilling rod by its lower end drive drill bit one to rotate, seven drill bits one in rotation by the soil cutting of its lower end, six power transmission shafts one drive respectively two link arms drives on each power transmission shaft one to stir cutter one around power transmission shaft one rotation in rotation, stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of two adjacent cylinder cylindricals, two power transmission shafts two of right-hand member drive respectively the recessed dise knife on the power transmission shaft two of right-hand member to rotate in rotation, the recessed dise knife of right-hand member becomes concave arc by the soil cutting of the termination of right part in rotation, two power transmission shafts two of left end drive respectively the recessed dise knife on the power transmission shaft two of left end to rotate in rotation, the recessed dise knife of left end becomes concave arc by the soil cutting of the termination of left part in rotation, the soil body machining away is mixed in mud, and mud flows out from hole, and pressure rod one, pressure rod two are compressed into process and formed two ends, a left and right respectively with the π shape hole of concave arc downwards, in this π shape hole casting concrete, form concrete π stake,
The concrete structure of circle stake pile-formation machine comprises: the upper end of the lower end fixed motor 2 32 of pressure rod 3 31, and the output shaft of motor two lower ends is fixed with drill bit 2 33;
The specific works mode of circle stake pile-formation machine: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives drill bit two rotations, drill bit two in rotary course by the soil cutting of drill bit two lower ends, the soil body machining away is mixed in mud, mud flows out from hole, pressure rod three is compressed into process and is formed circular hole downwards, casting concrete, formation concrete circular pile in this circular hole;
π stake pile-formation machine and circle stake pile-formation machine associated working process: first in the original position that needs pile axis, manufacture concrete π stake according to the working method of above-mentioned π stake pile-formation machine with π stake pile-formation machine, at right side, the interval of this concrete π stake, the distance of a circle stake is manufactured second concrete π stake again, so manufacture the round pilespacing in one, multiple intervals from multiple concrete π stake; In the time that the concrete strength of the π on both sides stake reaches some strength, again in the spacing between every two π stakes, manufacture a concrete circular pile with circle stake pile-formation machine according to the working method of above-mentioned circle stake pile-formation machine, make the dome arc of the circle stake between every two π stakes be fit to the concave arc of two ends, left and right π stake, so form the piling wall of the mutual circular arc fore shaft of concrete circular pile between multiple concrete π stake and every two π stakes, for gear soil, the antiseep of building foundation.
2. circle stake according to claim 1 and π stake circular arc fore shaft equipment, is characterized in that: the cutter one that stirs on left and right, rear three power transmission shafts one of gearbox two of π stake pile-formation machine differs certain angle in rotation, in rotation, is independent of each other mutually.
3. circle stake according to claim 1 and π stake circular arc fore shaft equipment, is characterized in that: the cutter one that stirs on left and right, rear three power transmission shafts one of gearbox three of π stake pile-formation machine differs certain angle in rotation, in rotation, is independent of each other mutually.
4. circle stake according to claim 1 and π stake circular arc fore shaft equipment, is characterized in that: the dome arc of circle stake and the concave arc at two ends, π stake left and right coincide.
CN201610095857.5A 2016-02-22 2016-02-22 Circular-arc locking equipment for circular piles and pi-shaped piles Withdrawn CN105586916A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610095857.5A CN105586916A (en) 2016-02-22 2016-02-22 Circular-arc locking equipment for circular piles and pi-shaped piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610095857.5A CN105586916A (en) 2016-02-22 2016-02-22 Circular-arc locking equipment for circular piles and pi-shaped piles

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Publication Number Publication Date
CN105586916A true CN105586916A (en) 2016-05-18

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586917A (en) * 2016-02-22 2016-05-18 宗琪 Circular-arc buckling equipment for circular piles and pi-shaped piles
CN105586918A (en) * 2016-02-22 2016-05-18 宗琪 Circular-arc inserting-buckling equipment for circular piles and pi-shaped piles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105586917A (en) * 2016-02-22 2016-05-18 宗琪 Circular-arc buckling equipment for circular piles and pi-shaped piles
CN105586918A (en) * 2016-02-22 2016-05-18 宗琪 Circular-arc inserting-buckling equipment for circular piles and pi-shaped piles

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Application publication date: 20160518

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