CN105569027A - Circular arc socket connection device of circular piles and pi-shaped piles - Google Patents

Circular arc socket connection device of circular piles and pi-shaped piles Download PDF

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Publication number
CN105569027A
CN105569027A CN201610095860.7A CN201610095860A CN105569027A CN 105569027 A CN105569027 A CN 105569027A CN 201610095860 A CN201610095860 A CN 201610095860A CN 105569027 A CN105569027 A CN 105569027A
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Prior art keywords
gearbox
stake
fixed
power transmission
forming machine
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CN201610095860.7A
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Chinese (zh)
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宗琪
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Individual
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Priority to CN201610095860.7A priority Critical patent/CN105569027A/en
Publication of CN105569027A publication Critical patent/CN105569027A/en
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    • 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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention discloses a circular arc socket connection device of circular piles and pi-shaped piles. The circular arc socket connection device comprises a pi-shaped pile forming machine and a circular pile forming machine. The technical scheme lies in that a plurality of cemented soil pi-shaped piles with the interval of a circular pile are manufactured; when the cemented soil strength of the pi-shaped piles on the two sides reaches certain strength, a cemented soil circular pile is manufactured in the interval between every two pi-shaped piles through utilizing the circular pile forming machine according to the working mode of the circular pile forming machine; and a convex circular arc of the circular pile between every two pi-shaped piles is enabled to fit the concave circular arc of the pi-shaped piles at the left and right ends, so that a piling wall which achieves mutual circular arc socket connection of a plurality of cemented soil pi-shaped piles and the cemented soil circular arc pile between every two pi-shaped piles and is used for soil blocking and leakage prevention of building foundations is formed.

Description

Circle stake and π stake circular arc docking device
Technical field
The present invention relates to the round stake and π stake circular arc docking device that use in a kind of circular arc docking device, particularly a kind of Foundation Design.
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 the piling wall of cement-soil π stake and the mutual circular arc grafting of cement-soil circle stake.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of round stake and the π stake circular arc docking device that can manufacture cement-soil π stake and the grafting of cement-soil circle stake mutual circular arc.
The present invention is achieved through the following technical solutions:
The stake of a kind of circle and π stake circular arc docking device, comprise π stake pile forming machine and circle stake 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 one, 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 recessed dise knife respectively, the left back of gearbox four and left front export a power transmission shaft two respectively, and this each power transmission shaft two left end fixes a recessed dise knife respectively.
Circle stake pile forming 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 end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall of cement-soil π stake and the mutual circular arc grafting of cement-soil circle 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 circle stake pile forming machine;
Fig. 6 is the cross-sectional view of π stake and the grafting of circle stake circular arc.
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 forming machine and circle stake 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 1, 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 this each power transmission shaft two right-hand member fixes a recessed dise knife 15 respectively, the left back of gearbox four and left front export a power transmission shaft 2 14 respectively, and this each power transmission shaft two left end fixes a recessed dise knife 15 respectively.
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.
The specific works mode of π stake pile forming machine is as follows: π stake pile forming machine is provided with grouting pump, during work, grouting pump injects cement paste respectively 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 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, gearbox four drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of left back and left front respectively in operation process, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit one to rotate respectively by the drilling rod of its lower end, and the soil cutting of its lower end and cement paste stir by seven drill bits one 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, stir cutter one and the unhewn soil cutting of drill bit one and cement paste between two common tangents of adjacent two cylinder cylindricals are stirred in rotation in rotation, two power transmission shafts two of right-hand member drive the recessed dise knife on the power transmission shaft two of right-hand member to rotate respectively in rotation, the soil cutting of the termination of right part and cement paste are stirred into concave arc by the recessed dise knife of right-hand member in rotation, two power transmission shafts two of left end drive the recessed dise knife on the power transmission shaft two of left end to rotate respectively in rotation, and the soil cutting of the termination of left part and cement paste are stirred into concave arc by the recessed dise knife of left end in rotation, pressure rod one, pressure rod two are compressed into process and are formed about one two ends respectively with the cement-soil π stake of concave arc downwards.
Circle stake pile forming 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, and the output shaft of motor two lower end is fixed with drill bit 2 33.
Circle stake pile forming machine can work independently, specific works mode is as follows: during work, grout pump is to drill bit two grout injection, motor two drives drill bit two rotation, the soil cutting of drill bit two lower end and cement paste stir by drill bit two in rotary course, and pressure rod three is compressed into process and formed the stake of cement-soil circle downwards.
The dome arc of circle stake and the concave arc at two ends, π stake left and right coincide.
π stake pile forming machine is as follows with circle stake pile forming machine associated working process: first in the original position needing pile axis, cement-soil π stake is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, on the right side of this cement-soil π stake, the distance of the round stake in one, interval manufactures second cement-soil π stake again, so manufacture the round pilespacing in one, multiple interval from multiple cement-soil π stake; When the soil cement intensity of the π stake on both sides reaches some strength, the stake of a cement-soil circle is manufactured according to the working method of above-mentioned round stake pile forming machine in spacing again between every two π stakes, with circle stake pile forming machine, the dome arc of the round stake between every two π stakes is made to be fit to the concave arc of two ends, left and right π stake, the piling wall of the mutual circular arc grafting of cement-soil circle stake between the π stake of formation like this multiple cement-soil and every two π stakes, for gear soil, the antiseep of building foundation.

Claims (4)

1. justify stake and a π stake circular arc docking device, comprise π stake pile forming machine and circle stake pile forming machine, it is characterized in that:
The concrete structure of π stake pile forming machine comprises: the left part back of transverse arm one (16) is fixed with transverse arm two (21), the right part back of transverse arm one is fixed with transverse arm three (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 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), a power transmission shaft one (8) 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 one (9), the right back of gearbox five and right front export a power transmission shaft two (14) respectively, and this each power transmission shaft two right-hand member fixes a recessed dise knife (15) respectively, the left back of gearbox four and left front export a power transmission shaft two (14) respectively, and this each power transmission shaft two left end fixes a recessed dise knife (15) respectively,
The specific works mode of π stake pile forming machine: during the work of π stake pile forming machine, grouting pump injects cement paste respectively 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 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, gearbox four drives the relative synchronous axial system of power transmission shaft two of the power transmission shaft two of left back and left front respectively in operation process, gearbox one, gearbox two, gearbox three, gearbox four, gearbox five, gearbox six, gearbox seven drive drill bit one to rotate respectively by the drilling rod of its lower end, and the soil cutting of its lower end and cement paste stir by seven drill bits one 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, stir cutter one and the unhewn soil cutting of drill bit one and cement paste between two common tangents of adjacent two cylinder cylindricals are stirred in rotation in rotation, two power transmission shafts two of right-hand member drive the recessed dise knife on the power transmission shaft two of right-hand member to rotate respectively in rotation, the soil cutting of the termination of right part and cement paste are stirred into concave arc by the recessed dise knife of right-hand member in rotation, two power transmission shafts two of left end drive the recessed dise knife on the power transmission shaft two of left end to rotate respectively in rotation, and the soil cutting of the termination of left part and cement paste are stirred into concave arc by the recessed dise knife of left end in rotation, pressure rod one, pressure rod two are compressed into process and are formed about one two ends respectively with the cement-soil π stake of concave arc downwards,
The concrete structure of circle stake pile forming 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 end is fixed with drill bit 2 33;
The specific works mode of circle stake pile forming machine: during work, grout pump is to drill bit two grout injection, motor two drives drill bit two rotation, the soil cutting of drill bit two lower end and cement paste stir by drill bit two in rotary course, and pressure rod three is compressed into process and formed the stake of cement-soil circle downwards;
π stake pile forming machine comprises with circle stake pile forming machine associated working process: first in the original position needing pile axis, cement-soil π stake is manufactured according to the working method of above-mentioned π stake pile forming machine with π stake pile forming machine, on the right side of this cement-soil π stake, the distance of the round stake in one, interval manufactures second cement-soil π stake again, so manufacture the round pilespacing in one, multiple interval from multiple cement-soil π stake; When the soil cement intensity of the π stake on both sides reaches some strength, the stake of a cement-soil circle is manufactured according to the working method of above-mentioned round stake pile forming machine in spacing again between every two π stakes, with circle stake pile forming machine, the dome arc of the round stake between every two π stakes is made to be fit to the concave arc of two ends, left and right π stake, the piling wall of the mutual circular arc grafting of cement-soil circle stake between the π stake of formation like this multiple cement-soil and every two π stakes, for gear soil, the antiseep of building foundation.
2. round stake according to claim 1 and π stake circular arc docking device, 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 forming machine differs certain angle in rotation, is independent of each other mutually in rotation.
3. round stake according to claim 1 and π stake circular arc docking device, 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 forming machine differs certain angle in rotation, is independent of each other mutually in rotation.
4. round stake according to claim 1 and π stake circular arc docking device, is characterized in that: the dome arc of circle stake and the concave arc at two ends, π stake left and right coincide.
CN201610095860.7A 2016-02-22 2016-02-22 Circular arc socket connection device of circular piles and pi-shaped piles Withdrawn CN105569027A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610095860.7A CN105569027A (en) 2016-02-22 2016-02-22 Circular arc socket connection device of circular piles and pi-shaped piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610095860.7A CN105569027A (en) 2016-02-22 2016-02-22 Circular arc socket connection device of circular piles and pi-shaped piles

Publications (1)

Publication Number Publication Date
CN105569027A true CN105569027A (en) 2016-05-11

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Cited By (2)

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

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Application publication date: 20160511