CN105604050A - Equipment for cross-shaped locking of regular octagonal piles and rectangular piles - Google Patents

Equipment for cross-shaped locking of regular octagonal piles and rectangular piles Download PDF

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Publication number
CN105604050A
CN105604050A CN201610123509.4A CN201610123509A CN105604050A CN 105604050 A CN105604050 A CN 105604050A CN 201610123509 A CN201610123509 A CN 201610123509A CN 105604050 A CN105604050 A CN 105604050A
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CN
China
Prior art keywords
pile
driving
driving box
octagon
driving shaft
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Pending
Application number
CN201610123509.4A
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Chinese (zh)
Inventor
陈兆英
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Individual
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Individual
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Priority to CN201610123509.4A priority Critical patent/CN105604050A/en
Publication of CN105604050A publication Critical patent/CN105604050A/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
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • 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
    • E02D2200/165Shapes polygonal

Abstract

The invention discloses equipment for cross-shaped locking of regular octagonal piles and rectangular piles. The equipment comprises a rectangular pile forming machine and a regular octagonal pile forming machine. A plurality of rectangular concrete piles are made at intervals of a regular octagonal pile; when the concrete strength of the rectangular piles on two sides reaches a certain degree, a regular octagonal concrete pile is made within a distance between every two rectangular piles by the regular octagonal pile forming machine according to a working mode of the regular octagonal pile forming machine, then two rectangular concrete piles are made at front and rear ends of each regular octagonal pile respectively, and thus a pile wall formed by cross-shaped locking of the regular octagonal concrete piles with the rectangular concrete pile between every two regular octagonal concrete piles and the rectangular concrete piles in front and rear of the regular octagonal concrete piles is obtained and used for soil retaining and seepage prevention of building foundations.

Description

Octagon stake and rectangular pile cross lock jaws equipment
Technical field
The present invention relates to the octagon stake and the rectangular pile cross lock jaws equipment that in a kind of pile body manufacturing installation, particularly a kind of foundation engineering, use.
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, in building foundation engineering, be all to form by multiple soil cement cylinder overlap joints for keeping off the cement-soil pile of soil, antiseepage.
Summary of the invention
The present invention has made up above shortcoming, and a kind of octagon stake and the rectangular pile cross lock jaws equipment that can manufacture rectangular pile and the mutual fore shaft of octagon stake is provided.
The present invention is achieved through the following technical solutions:
A kind of octagon stake and rectangular pile cross lock jaws equipment, comprise rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, driving box three upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with driving box one, creeps into bar bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand 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 one, and the lower end of each drilling rod one is respectively equipped with a drill bit one; Between driving box three and driving box one, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter one; A driving shaft two is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife; A driving shaft two is exported respectively in the left back of driving box one and left front, the left end of this each driving shaft two is fixed respectively a triangular knife, a driving shaft three of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two, a driving shaft three of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two.
Octagon stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower ends are provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two; The left end of gearbox, right-hand member, rear end, front end are exported respectively a power transmission shaft, and a tulwar is fixed respectively in the outer end of each power transmission shaft.
The present invention has following feature:
The present invention can manufacture the soil cement rectangular pile between the stake of multiple concrete octagon and every two octagon stakes and octagon stake is anterior and the piling wall of the mutual fore shaft of rectangular pile at rear portion, for gear soil, the antiseep 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 rectangular pile pile-formation machine;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is the structural representation of octagon stake pile-formation machine;
Fig. 4 is B-B view of Fig. 3;
Fig. 5 is the cross-sectional view of the piling wall of rectangular pile and the mutual fore shaft of octagon stake.
In figure: 1, creep into bar, 2, motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, driving shaft one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 15, triangular knife, 16, linking arm, 17, driving shaft three, 18, stir cutter two, 21, drilling rod two, 22, motor two, 23, gearbox, 24, drill bit two, 25, power transmission shaft, 26, tulwar.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor one 2 upper ends, driving box 33 upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with driving box 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with driving box 25; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 1, and the lower end of each drilling rod one is respectively equipped with a drill bit 1; Between driving box three and driving box one, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter 1; A driving shaft 2 14 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife 15; A driving shaft 2 14 is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife 15; A driving shaft 3 17 of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter 2 18, a driving shaft 3 17 of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter 2 18.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, when work, grouting pump is to each drill bit one injected water mud respectively, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the soil cutting of its lower end and cement mortar in rotation, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, creeping into bar compresses into process and forms two ends, a left and right respectively with recessed trapezoidal soil cement rectangular pile downwards.
Octagon stake pile-formation machine comprises the structure in Fig. 3, Fig. 4; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft.
The specific works mode of octagon stake pile-formation machine is as follows: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle that four tulwars form drill bit two in rotary course cuts into octagon; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms octagon hole in the process of compressing into, casting concrete, the stake of formation concrete octagon in this octagon hole.
The protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
Rectangular pile pile-formation machine and octagon stake pile-formation machine associated working process are as follows: in the original position that needs pile axis, manufacture a soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, manufacture second soil cement rectangular pile in the distance of the octagon stake in the interval, right side of this rectangular pile, so manufacture one, multiple intervals octagon pilespacing from soil cement rectangular pile; When the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the distance between every two rectangular piles, manufacture the stake of a concrete octagon with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, protruding trapezoidal recessed trapezoidal, the concrete octagon stake right-hand member that is fit to left side rectangular pile right-hand member that makes concrete octagon stake left end between every two soil cement rectangular piles protruding trapezoidal is fit to the recessed trapezoidal of the right soil cement rectangular pile left end; When the concrete strength of octagon stake reaches a timing, manufacture respectively a soil cement rectangular pile in the rear and front end of each octagon stake again, protruding trapezoidal recessed trapezoidal, the octagon stake rear end that is fit to front end soil cement rectangular pile that makes octagon stake front end protruding trapezoidal is fit to the recessed trapezoidal of rear end soil cement rectangular pile; So piling wall of the mutual fore shaft of rectangular pile at the soil cement rectangular pile between formation multiple concrete octagon stake and every two octagon stakes and octagon stake front portion and rear portion, for gear soil, the antiseep of building foundation.

Claims (2)

1. octagon stake and a rectangular pile cross lock jaws equipment, comprises rectangular pile pile-formation machine and octagon stake pile-formation machine, it is characterized in that:
The concrete structure of rectangular pile pile-formation machine comprises: creep into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper ends are fixed in motor one lower end; Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with driving box one (4), creep into bar bottom right-hand member and be fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with driving box two (5); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod one (12), and the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Between driving box three and driving box one, be respectively equipped with a driving shaft one (8) between driving box three and driving box two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter one (9); A driving shaft two (14) is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife (15); A driving shaft two (14) is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife (15); A driving shaft three (17) of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two (18), a driving shaft three (17) of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two (18);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, grouting pump is to each drill bit one injected water mud respectively, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the soil cutting of its lower end and cement mortar in rotation, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, creeping into bar compresses into process and forms two ends, a left and right respectively with recessed trapezoidal soil cement rectangular pile downwards,
The concrete structure of octagon stake pile-formation machine comprises: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft;
The specific works mode of octagon stake pile-formation machine is: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle that four tulwars form drill bit two in rotary course cuts into octagon; The soil body machining away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms octagon hole in the process of compressing into, casting concrete, the stake of formation concrete octagon in this octagon hole;
Rectangular pile pile-formation machine and octagon stake pile-formation machine associated working process: in the original position that needs pile axis, manufacture a soil cement rectangular pile according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, manufacture second soil cement rectangular pile in the distance of the octagon stake in the interval, right side of this rectangular pile, so manufacture one, multiple intervals octagon pilespacing from soil cement rectangular pile; When the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the distance between every two rectangular piles, manufacture the stake of a concrete octagon with octagon stake pile-formation machine according to the working method of above-mentioned octagon stake pile-formation machine, protruding trapezoidal recessed trapezoidal, the concrete octagon stake right-hand member that is fit to left side rectangular pile right-hand member that makes concrete octagon stake left end between every two soil cement rectangular piles protruding trapezoidal is fit to the recessed trapezoidal of the right soil cement rectangular pile left end; When the concrete strength of octagon stake reaches a timing, manufacture respectively a soil cement rectangular pile in the rear and front end of each octagon stake again, protruding trapezoidal recessed trapezoidal, the octagon stake rear end that is fit to front end soil cement rectangular pile that makes octagon stake front end protruding trapezoidal is fit to the recessed trapezoidal of rear end soil cement rectangular pile; So piling wall of the mutual fore shaft of rectangular pile at the soil cement rectangular pile between formation multiple concrete octagon stake and every two octagon stakes and octagon stake front portion and rear portion, for gear soil, the antiseep of building foundation.
2. octagon stake according to claim 1 and rectangular pile cross lock jaws equipment, is characterized in that: the protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
CN201610123509.4A 2016-03-06 2016-03-06 Equipment for cross-shaped locking of regular octagonal piles and rectangular piles Pending CN105604050A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610123509.4A CN105604050A (en) 2016-03-06 2016-03-06 Equipment for cross-shaped locking of regular octagonal piles and rectangular piles

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Application Number Priority Date Filing Date Title
CN201610123509.4A CN105604050A (en) 2016-03-06 2016-03-06 Equipment for cross-shaped locking of regular octagonal piles and rectangular piles

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604049A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles
CN105672298A (en) * 2016-03-06 2016-06-15 陈兆英 Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles
CN105908731A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and buckled combined cross connecting pile

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011046748A1 (en) * 2009-10-15 2011-04-21 Ben Stroyer Auger grouted displacement pile
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
CN204125937U (en) * 2014-03-26 2015-01-28 高伯明 Integrated transmission device and apply the mixing pile machine of this device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment
CN105604049A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles
CN105604051A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped locking of regular octagonal piles and rectangular piles
CN105804641A (en) * 2016-03-06 2016-07-27 陈兆英 Equipment for cross-shaped inserted buckling of regular octagonal piles and rectangular piles

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Publication number Priority date Publication date Assignee Title
WO2011046748A1 (en) * 2009-10-15 2011-04-21 Ben Stroyer Auger grouted displacement pile
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
CN204125937U (en) * 2014-03-26 2015-01-28 高伯明 Integrated transmission device and apply the mixing pile machine of this device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment
CN105604049A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles
CN105604051A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped locking of regular octagonal piles and rectangular piles
CN105804641A (en) * 2016-03-06 2016-07-27 陈兆英 Equipment for cross-shaped inserted buckling of regular octagonal piles and rectangular piles

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604049A (en) * 2016-03-06 2016-05-25 陈兆英 Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles
CN105672298A (en) * 2016-03-06 2016-06-15 陈兆英 Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles
CN105908731A (en) * 2016-06-29 2016-08-31 李琳琳 Inserted and buckled combined cross connecting pile

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