CN105735255A - Cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles - Google Patents

Cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles Download PDF

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Publication number
CN105735255A
CN105735255A CN201610106973.2A CN201610106973A CN105735255A CN 105735255 A CN105735255 A CN 105735255A CN 201610106973 A CN201610106973 A CN 201610106973A CN 105735255 A CN105735255 A CN 105735255A
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Prior art keywords
pile
rhombus
rhombus stake
driving box
rectangular pile
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Application number
CN201610106973.2A
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Chinese (zh)
Inventor
宗超
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Individual
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Individual
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Priority to CN201610106973.2A priority Critical patent/CN105735255A/en
Publication of CN105735255A publication Critical patent/CN105735255A/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
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/165—Shapes polygonal
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0023—Slurry

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

Abstract

The invention discloses cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles. The cross-shaped buckling equipment comprises a rectangular pile forming machine and a rhombus-shaped pile forming machine. A plurality of cemented soil rhombus-shaped piles which are spaced apart the distance of one rectangular pile are manufactured; when cemented soil of the rhombus-shaped piles at the two sides reaches certain strength, one cemented soil rectangular pile is manufactured within the distance of every two rhombus-shaped piles by use of the rectangular pile forming machine according to a working mode of the rectangular pile forming machine, and a cemented soil rectangular pile is separately manufactured on the front part and the rear part of each rhombus-shaped pile, and therefore, a pipe wall is formed by mutual joint of multiple cemented soil rhombus-shaped piles with cemented soil rectangular piles between every two rhombus-shaped piles and rectangular piles in front and back of the rhombus-shaped piles; and the pile wall is used for earth retaining and leakage preventing of a building foundation.

Description

Rhombus stake and rectangular pile cross lock buckle device
Technical field
The present invention relates to a kind of pile body and manufacture the rhombus stake and rectangular pile cross lock buckle 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, be used for keeping off soil in building foundation engineering, the cement-soil pile of antiseepage is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of rhombus stake that can manufacture rectangular pile and the mutual snap close of rhombus stake and rectangular pile cross lock buckle device.
The present invention is achieved through the following technical solutions:
A kind of rhombus stake and rectangular pile cross lock buckle device, including rectangular pile pile-formation machine and rhombus stake pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, driving box three upper end is 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one, the lower end of each drilling rod one is respectively equipped with a drill bit one；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife respectively；The right back of driving box two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a triangular knife one respectively；The left back of driving box one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a triangular knife one respectively.
Rhombus stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and 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；Change speed gear box to left back, left front, right back, right front export a power transmission shaft respectively, the outer end of each power transmission shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of the soil cement mutual snap close of rhombus stake between multiple soil cement rectangular pile and each two rectangular pile, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
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 the A A view of Fig. 1；
Fig. 3 is the structural representation of rhombus stake pile-formation machine；
Fig. 4 is the B B view of Fig. 3；
Fig. 5 is the cross-sectional view of rectangular pile and the piling wall of the mutual snap close of rhombus 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, drive axle one, 9, stirring knife, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive axle two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, change speed gear box, 24, drill bit two, 25, power transmission shaft, 26, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and rhombus stake pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, driving box 33 upper end is 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife 9 respectively；The right back of driving box two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a triangular knife 1 respectively；The left back of driving box one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a triangular knife 1 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of driving box one；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the soil cement rectangular pile of recessed V-arrangement.
Rhombus stake pile-formation machine includes 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 end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively.
Rhombus stake pile-formation machine can work independently, specific works mode is as follows: during work, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course；Change speed gear box drive respectively in operation process left back, left front, right back, right front power transmission shaft drive the rotation of a triangular knife two respectively, four triangular knifes two in rotary course by the soil cutting at four angles and Soil-cement；Drilling rod two forms soil cement rhombus stake in being pressed into process.
The convex V-arrangement of rhombus stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
Rectangular pile pile-formation machine is as follows with rhombus stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement rhombus stake is manufactured according to the working method of above-mentioned rhombus stake pile-formation machine with rhombus stake pile-formation machine, on the right side of this rhombus stake, the distance of one rectangular pile in interval remanufacture second soil cement rhombus stake, so manufacture multiple soil cement rhombus stakes of one the rectangular pile distance in multiple intervals；When the soil cement intensity of the rhombus stake on both sides reaches a timing, in spacing between each two rhombus stake, with rectangular pile pile-formation machine according to above-mentioned rectangular pile pile-formation machine working method manufacture a soil cement rectangular pile, make the recessed V-arrangement of the soil cement rectangular pile left end between each two soil cement rhombus stake be fit to the convex V-arrangement of left side rhombus stake right-hand member, the recessed V-arrangement of soil cement rectangular pile right-hand member be fit to the right soil cement rhombus stake left end convex V-arrangement；Manufacture a soil cement rectangular pile respectively at the front portion of each rhombus stake and rear portion, make the recessed V-arrangement of the rectangular pile rear end of front portion be fit to the convex V-arrangement of rhombus stake front end, make the recessed V-arrangement of the rectangular pile front end at rear portion be fit to the convex V-arrangement of rhombus stake rear end；It is thusly-formed the soil cement rectangular pile between multiple soil cement rhombus stake and each two rhombus stake and the piling wall of the anterior mutual snap close of rectangular pile with rear portion of rhombus stake, for the gear soil on building basis, antiseep.

Claims (2)

1. rhombus stake and a rectangular pile cross lock buckle device, including rectangular pile pile-formation machine and rhombus stake pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper end is 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)；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (13)；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife (9) respectively；The right back of driving box two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a triangular knife one (15) respectively；The left back of driving box one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a triangular knife one (15) respectively；
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of driving box one；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the soil cement rectangular pile of recessed V-arrangement；
The concrete structure of rhombus stake pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left back, left front, right back, right front export a power transmission shaft 25 respectively, the outer end of each power transmission shaft fixes a triangular knife 2 26 respectively；
The specific works mode of rhombus stake pile-formation machine is: during work, grouting pump is to drill bit two grout injection, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, and the soil cutting of drill bit lower end is stirred with cement mortar by drill bit two in rotary course；Change speed gear box drive respectively in operation process left back, left front, right back, right front power transmission shaft drive the rotation of a triangular knife two respectively, four triangular knifes two in rotary course by the soil cutting at four angles and Soil-cement；Drilling rod two forms soil cement rhombus stake in being pressed into process；
Rectangular pile pile-formation machine and rhombus stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement rhombus stake is manufactured according to the working method of above-mentioned rhombus stake pile-formation machine with rhombus stake pile-formation machine, on the right side of this rhombus stake, the distance of one rectangular pile in interval remanufacture second soil cement rhombus stake, so manufacture multiple soil cement rhombus stakes of one the rectangular pile distance in multiple intervals；When the soil cement intensity of the rhombus stake on both sides reaches a timing, in spacing between each two rhombus stake, with rectangular pile pile-formation machine according to above-mentioned rectangular pile pile-formation machine working method manufacture a soil cement rectangular pile, make the recessed V-arrangement of the soil cement rectangular pile left end between each two soil cement rhombus stake be fit to the convex V-arrangement of left side rhombus stake right-hand member, the recessed V-arrangement of soil cement rectangular pile right-hand member be fit to the right soil cement rhombus stake left end convex V-arrangement；Manufacture a soil cement rectangular pile respectively at the front portion of each rhombus stake and rear portion, make the recessed V-arrangement of the rectangular pile rear end of front portion be fit to the convex V-arrangement of rhombus stake front end, make the recessed V-arrangement of the rectangular pile front end at rear portion be fit to the convex V-arrangement of rhombus stake rear end；It is thusly-formed the soil cement rectangular pile between multiple soil cement rhombus stake and each two rhombus stake and the piling wall of the anterior mutual snap close of rectangular pile with rear portion of rhombus stake, for the gear soil on building basis, antiseep.
2. rhombus stake according to claim 1 and rectangular pile cross lock buckle device, it is characterised in that: the convex V-arrangement of rhombus stake is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
CN201610106973.2A 2016-02-28 2016-02-28 Cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles Withdrawn CN105735255A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610106973.2A CN105735255A (en) 2016-02-28 2016-02-28 Cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610106973.2A CN105735255A (en) 2016-02-28 2016-02-28 Cross-shaped buckling equipment for rhombus-shaped piles and rectangular piles

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CN105735255A true CN105735255A (en) 2016-07-06

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672291A (en) * 2016-02-28 2016-06-15 宗超 Cross-shaped locking device of rhombic piles and rectangular piles
CN105672290A (en) * 2016-02-28 2016-06-15 宗超 Cross-shaped inserting connection device of rhombic piles and rectangular piles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105672291A (en) * 2016-02-28 2016-06-15 宗超 Cross-shaped locking device of rhombic piles and rectangular piles
CN105672290A (en) * 2016-02-28 2016-06-15 宗超 Cross-shaped inserting connection device of rhombic piles and rectangular piles

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Application publication date: 20160706