CN105714812A - V-shaped locking device for herringbone piles and hexagonal piles - Google Patents

V-shaped locking device for herringbone piles and hexagonal piles Download PDF

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Publication number
CN105714812A
CN105714812A CN201610135449.8A CN201610135449A CN105714812A CN 105714812 A CN105714812 A CN 105714812A CN 201610135449 A CN201610135449 A CN 201610135449A CN 105714812 A CN105714812 A CN 105714812A
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Prior art keywords
driver
force transmission
transmission shaft
concrete
rotation
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CN201610135449.8A
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Chinese (zh)
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李会修
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Individual
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Individual
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Priority to CN201610135449.8A priority Critical patent/CN105714812A/en
Publication of CN105714812A publication Critical patent/CN105714812A/en
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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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1628—Shapes rectangular

Abstract

The invention discloses a V-shaped locking device for herringbone piles and hexagonal piles. The V-shaped locking device comprises a herringbone pile forming machine and a hexagonal pile forming machine, wherein a pile body formed through manual V-shaped locking and cellular distribution for a plurality of hexagonal concrete piles and a plurality of herringbone concrete piles is manufactured; and when the concrete of the hexagonal piles and the concrete of the herringbone piles both achieve a certain strength, vacuum water-absorbing compaction is carried out on a soil mass in each space with a hexagonal cross section, which is formed by the herringbone piles and the hexagonal piles in an encircling manner respectively, and thus a compact composite foundation is formed.

Description

Herringbone stake and hexagonal piles V-arrangement lock catch device
Technical field
The present invention relates to a kind of pile body and manufacture the herringbone stake and hexagonal piles V-arrangement lock catch device that use in device, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the piling wall of concrete herringbone stake and the mutual V-arrangement fore shaft of concrete hexagonal piles.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of herringbone stake that can manufacture concrete herringbone stake and the mutual V-arrangement fore shaft of concrete hexagonal piles and hexagonal piles V-arrangement lock catch device.
The present invention is achieved through the following technical solutions:
A kind of herringbone stake and hexagonal piles V-arrangement lock catch device, including herringbone stake pile-formation machine and hexagonal piles pile-formation machine.
Herringbone stake pile-formation machine includes following structure: creeping into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with driver four；Creeping into the left front end in bar one bottom and be fixed with pole one, the left end bottom of pole one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driver one；Creeping into bar one bottom right front ends and be fixed with pole two, the right-hand member bottom of pole two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driver two；Creeping into rear end, bar one bottom and be fixed with pole three, the rear end lower of pole three is fixed with vertical rod three, and the lower end of vertical rod three is fixed with driver three；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is provided with a drill bit one；It is provided with a force transmission shaft one between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft two, between driver four and driver three, be provided with a force transmission shaft three；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms one, and the outer end of each linking arm one fixes a stirring cutter one respectively；The left end of driver one and the left front end of driver one export a force transmission shaft four respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft four respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft four respectively, and the outer end of each force transmission shaft four fixes a triangular knife one respectively.
Hexagonal piles pile-formation machine includes following structure: creeping into the upper end of the lower end fixed motor two of bar two, motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle, and the outer end of each rotation axle fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of concrete herringbone stake and concrete hexagonal piles mutual V-arrangement fore shaft, cellular distribution, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of herringbone stake pile-formation machine；
Fig. 2 is the left view of herringbone 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 structural representation of hexagonal piles pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 is the cross-sectional view of herringbone stake and hexagonal piles V-arrangement fore shaft, the pile body of cellular distribution.
In figure: 1, creep into bar one, 2, motor one, 3, driver four, 4, driver one, 5, driver two, 6, pole one, 7, pole two, 8, force transmission shaft one, 9, force transmission shaft two, 10, vertical rod one, 11, vertical rod two, 12, drilling rod, 13, drill bit one, 14, stir cutter one, 15, pole three, 16, vertical rod three, 17, driver three, 18, force transmission shaft three, 19, linking arm one, 22, force transmission shaft four, 23, triangular knife one；31, creep into bar two, 32, motor two, 33, change speed gear box, 34, drill bit two, 35, rotate axle, 36, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes herringbone stake pile-formation machine and hexagonal piles pile-formation machine.
Herringbone stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with driver 43；Creeping into the left front end in bar one bottom and be fixed with pole 1, the left end bottom of pole one is fixed with vertical rod 1, and the lower end of vertical rod one is fixed with driver 1；Creeping into bar one bottom right front ends and be fixed with pole 27, the right-hand member bottom of pole two is fixed with vertical rod 2 11, and the lower end of vertical rod two is fixed with driver 25；Creeping into rear end, bar one bottom and be fixed with pole 3 15, the rear end lower of pole three is fixed with vertical rod 3 16, and the lower end of vertical rod three is fixed with driver 3 17；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is provided with a drill bit 1；It is provided with a force transmission shaft 1 between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft 29, between driver four and driver three, be provided with a force transmission shaft 3 18；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms 1, and the outer end of each linking arm one fixes a stirring cutter 1 respectively；The left end of driver one and the left front end of driver one export a force transmission shaft 4 22 respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft 4 22 respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft 4 22 respectively, and the outer end of each force transmission shaft four fixes a triangular knife 1 respectively.
Herringbone stake pile-formation machine specific works mode is as follows: each drill bit one is irrigated company by the system that irrigates during work respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four operating, and driver four drives driver one to operate by rotating of force transmission shaft one in operation process, driven driver two to operate by rotating of force transmission shaft two, driven driver three operating by the rotation of force transmission shaft three；An on-stream drill bit one rotation driven respectively through a drilling rod under it under it of driver one, driver two, driver three, driver four；Force transmission shaft one, force transmission shaft two, force transmission shaft three drive stirring cutter one to rotate respectively through the rotation of linking arm one thereon in rotation；Each drill bit one in rotation by the soil cutting of its underpart, on force transmission shaft one stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver one lower end and driver four lower end, on force transmission shaft two stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver two lower end and driver four lower end, on force transmission shaft three stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver three lower end and driver four lower end；Two force transmission shafts four in driver one drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination in left front portion is become recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in driver two drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination of right front portion is become recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in driver three drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination at rear portion is become recessed V-arrangement by these two triangular knifes one in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, creeps into bar one and is pressed in process downwards and forms left front end, right front ends and rear end is respectively provided with the inverted V-shaped hole of recessed V-arrangement, casting concrete, formation concrete herringbone stake in this inverted V-shaped hole.
Hexagonal piles pile-formation machine includes the structure in Fig. 5, Fig. 6；Concrete structure is as follows: creeping into the upper end of the lower end fixed motor 2 32 of bar 2 31, motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively.
The specific works mode of hexagonal piles pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar two and forms hexagonal hole in being pressed into process, casting concrete, formation concrete hexagonal piles in this hexagonal hole.
The convex V-arrangement at each angle of hexagonal piles is identical with the recessed V-arrangement of three terminations of herringbone stake.
Hexagonal piles pile-formation machine manufactures V-arrangement fore shaft with herringbone stake pile-formation machine, the working method of the pile body of cellular distribution is as follows: in the position needing pile, a concrete herringbone stake is manufactured according to the working method of above-mentioned herringbone stake pile-formation machine with herringbone stake pile-formation machine, left front in this concrete herringbone stake, right front and rear are respectively separated the distance of a hexagonal piles, manufacture the concrete herringbone stake of a back to front respectively, the distance of a hexagonal piles it is respectively separated in three directions of the plane within angle 120 ° of each concrete herringbone stake, manufacture the concrete herringbone stake of a back to front respectively, when the concrete strength of herringbone stake reaches a timing, a concrete hexagonal piles is manufactured with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine again between the concrete herringbone stake that each two is adjacent, the convex V-arrangement making each concrete hexagonal piles two ends is fit to the recessed V-arrangement of the concrete herringbone stake at these hexagonal piles two ends respectively, so manufacture multiple concrete hexagonal piles and multiple mutual V-arrangement fore shafts of concrete herringbone stake, the pile body of cellular distribution；When the concrete of hexagonal piles and the concrete of herringbone stake all reach some strength, it is closely knit to each cross section that herringbone stake and hexagonal piles are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.

Claims (2)

1. herringbone stake and a hexagonal piles V-arrangement lock catch device, including herringbone stake pile-formation machine and hexagonal piles pile-formation machine, it is characterised in that:
Herringbone stake pile-formation machine concrete structure includes: creeping into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with driver four (3)；Creeping into the left front end in bar one bottom and be fixed with pole one (6), the left end bottom of pole one is fixed with vertical rod one (10), and the lower end of vertical rod one is fixed with driver one (4)；Creeping into bar one bottom right front ends and be fixed with pole two (7), the right-hand member bottom of pole two is fixed with vertical rod two (11), and the lower end of vertical rod two is fixed with driver two (5)；Creeping into rear end, bar one bottom and be fixed with pole three (15), the rear end lower of pole three is fixed with vertical rod three (16), and the lower end of vertical rod three is fixed with driver three (17)；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is provided with a drill bit (13)；It is provided with a force transmission shaft one (8) between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft two (9), between driver four and driver three, be provided with a force transmission shaft three (18)；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms one (19), and the outer end of each linking arm one fixes a stirring cutter one (14) respectively；The left end of driver one and the left front end of driver one export a force transmission shaft four (22) respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft four (22) respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft four (22) respectively, and the outer end of each force transmission shaft four fixes a triangular knife one (23) respectively；
Herringbone stake pile-formation machine specific works mode: each drill bit one is irrigated company by the system that irrigates during work respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four operating, and driver four drives driver one to operate by rotating of force transmission shaft one in operation process, driven driver two to operate by rotating of force transmission shaft two, driven driver three operating by the rotation of force transmission shaft three；An on-stream drill bit one rotation driven respectively through a drilling rod under it under it of driver one, driver two, driver three, driver four；Force transmission shaft one, force transmission shaft two, force transmission shaft three drive stirring cutter one to rotate respectively through the rotation of linking arm one thereon in rotation；Each drill bit one in rotation by the soil cutting of its underpart, on force transmission shaft one stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver one lower end and driver four lower end, on force transmission shaft two stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver two lower end and driver four lower end, on force transmission shaft three stir cutter one in rotation by the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver three lower end and driver four lower end；Two force transmission shafts four in driver one drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination in left front portion is become recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in driver two drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination of right front portion is become recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in driver three drive the rotation of a triangular knife one respectively in rotation, and the soil cutting of the termination at rear portion is become recessed V-arrangement by these two triangular knifes one in rotation；The soil body machined away is mixed in mud, water under high pressure constantly injects, mud constantly flows out from hole, creeps into bar one and is pressed in process downwards and forms left front end, right front ends and rear end is respectively provided with the inverted V-shaped hole of recessed V-arrangement, casting concrete, formation concrete herringbone stake in this inverted V-shaped hole；
Hexagonal piles pile-formation machine concrete structure includes: creeping into the upper end of the lower end fixed motor 2 32 of bar 2 31, motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively；
The specific works mode of hexagonal piles pile-formation machine: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar two and forms hexagonal hole in being pressed into process, casting concrete, formation concrete hexagonal piles in this hexagonal hole；
Hexagonal piles pile-formation machine manufactures V-arrangement fore shaft with herringbone stake pile-formation machine, the working method of the pile body of cellular distribution: in the position needing pile, a concrete herringbone stake is manufactured according to the working method of above-mentioned herringbone stake pile-formation machine with herringbone stake pile-formation machine, left front in this concrete herringbone stake, right front and rear are respectively separated the distance of a hexagonal piles, manufacture the concrete herringbone stake of a back to front respectively, the distance of a hexagonal piles it is respectively separated in three directions of the plane within angle 120 ° of each concrete herringbone stake, manufacture the concrete herringbone stake of a back to front respectively, when the concrete strength of herringbone stake reaches a timing, a concrete hexagonal piles is manufactured with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine again between the concrete herringbone stake that each two is adjacent, the convex V-arrangement making each concrete hexagonal piles two ends is fit to the recessed V-arrangement of the concrete herringbone stake at these hexagonal piles two ends respectively, so manufacture multiple concrete hexagonal piles and multiple mutual V-arrangement fore shafts of concrete herringbone stake, the pile body of cellular distribution；When the concrete of hexagonal piles and the concrete of herringbone stake all reach some strength, it is closely knit to each cross section that herringbone stake and hexagonal piles are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. herringbone stake according to claim 1 and hexagonal piles V-arrangement lock catch device, it is characterised in that: the convex V-arrangement at each angle of hexagonal piles is identical with the recessed V-arrangement of three terminations of herringbone stake.
CN201610135449.8A 2016-03-10 2016-03-10 V-shaped locking device for herringbone piles and hexagonal piles Withdrawn CN105714812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610135449.8A CN105714812A (en) 2016-03-10 2016-03-10 V-shaped locking device for herringbone piles and hexagonal piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610135449.8A CN105714812A (en) 2016-03-10 2016-03-10 V-shaped locking device for herringbone piles and hexagonal piles

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Publication Number Publication Date
CN105714812A true CN105714812A (en) 2016-06-29

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649069A (en) * 2016-03-10 2016-06-08 李会修 V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649069A (en) * 2016-03-10 2016-06-08 李会修 V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles

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Application publication date: 20160629