CN105672263A - H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment - Google Patents

H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment Download PDF

Info

Publication number
CN105672263A
CN105672263A CN201511035558.4A CN201511035558A CN105672263A CN 105672263 A CN105672263 A CN 105672263A CN 201511035558 A CN201511035558 A CN 201511035558A CN 105672263 A CN105672263 A CN 105672263A
Authority
CN
China
Prior art keywords
box
gear
driving
pile
rotation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
CN201511035558.4A
Other languages
Chinese (zh)
Inventor
宗琪
Original Assignee
宗琪
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 宗琪 filed Critical 宗琪
Priority to CN201511035558.4A priority Critical patent/CN105672263A/en
Publication of CN105672263A publication Critical patent/CN105672263A/en
Withdrawn legal-status Critical Current

Links

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
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1628Shapes rectangular
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/0023Slurry

Abstract

Disclosed is H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment. A plurality of cemented soil H-shaped inserting-connecting piles between which the distance is a rectangular inserting-connecting pile are made. When cemented soil of the H-shaped inserting-connecting piles on the two sides reaches certain strength, a cemented soil rectangular inserting-connecting pile is made on the front portion in the space between every two adjacent H-shaped inserting-connecting piles through a rectangular pile forming machine according to the work mode in which a cemented soil pile is made through the rectangular pile forming machine. In this way, a pile wall where the multiple cemented soil H-shaped inserting-connecting piles are connected with the cemented soil rectangular inserting-connecting pile and the concrete rectangular inserting-connecting pile between every two adjacent cemented soil H-shaped inserting-connecting piles mutually in a trapezoidal inserting mode is formed and used for soil blocking and leakage prevention of building foundations.

Description

H stake and the trapezoidal docking device of rectangular pile
Technical field
The present invention relates to the H stake and the trapezoidal docking device of rectangular pile that use in a kind of trapezoidal docking device, particularly a kind of building 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 that H cement earth pile is mutually inserted piling wall with rectangle cement earth pile and rectangular concrete pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of H stake that can manufacture H cement soil pile and rectangle cement soil pile and the mutual trapezoidal grafting of Rectangular Concrete pile body and the trapezoidal docking device of rectangular pile.
The present invention is achieved through the following technical solutions:
A kind of H stake and the trapezoidal docking device of rectangular pile, including H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation machine includes following structure: anterior cross bar one, the cross bar two at rear portion and the cross bar three of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar one, cross bar three middle lower portion is fixed with armstand seven, armstand seven lower end is fixed with motor one, the lower end of motor one is fixed with gear-box seven, the middle lower end of cross bar one is fixed with armstand one, the lower end of armstand one is fixed with gear-box one, the left end bottom of cross bar one is fixed with armstand two, the lower end of armstand two is fixed with gear-box two, the right-hand member bottom of cross bar one is fixed with armstand three, the lower end of armstand three is fixed with gear-box three, the middle lower end of cross bar two is fixed with armstand four, the lower end of armstand four is fixed with gear-box four, the left end bottom of cross bar two is fixed with armstand five, the lower end of armstand five is fixed with gear-box five, the right-hand member bottom of cross bar two is fixed with armstand six, the lower end of armstand six is fixed with gear-box six, gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit, a rotating shaft one it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each fixed arm fixes a peeling knife respectively,The right rear portion of gear-box three and right front portion export a rotating shaft two respectively, and the right rear portion of gear-box six and right front portion also export a rotating shaft two respectively, and the right-hand member of this each rotating shaft two fixes a trapezoidal cutter one respectively; The left back portion of gear-box two and left front portion export a rotating shaft two respectively, and the left back portion of gear-box five and left front portion also export a rotating shaft two respectively, and the left end of this each rotating shaft two fixes a trapezoidal cutter one respectively.
Rectangular pile pile-formation machine includes following structure: being pressed into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driving box one, is pressed into bar two bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod 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, the lower end of each drilling rod is respectively equipped with a drill bit; 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 cutter respectively; The left end of driving box one exports one and drives axle two, and this drives the left end of axle two to fix a trapezoidal cutter two; The right-hand member of driving box two exports one and drives axle two, and this drives the right-hand member of axle two to fix a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the cement-soil pile of H cement soil pile and rectangle cement soil pile and the mutual trapezoidal grafting of Rectangular Concrete pile body, for the gear soil on building basis, antiseepage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of H stake pile-formation machine;
Fig. 2 is the rearview of H 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 C-C direction view of Fig. 1;
Fig. 6 is the structural representation of rectangular pile pile-formation machine;
Fig. 7 is the D-D view of Fig. 5;
Fig. 8 is the cross-sectional view of H stake and the trapezoidal grafting of rectangular pile.
In figure: 1, be pressed into bar one, 2, motor one, 3, gear-box one, 4, gear-box two, 5, gear-box three, 6, cross bar one, 7, armstand one, 8, rotating shaft one, 9, peeling knife, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit, 14, rotating shaft two, 15, trapezoidal cutter one, 16, armstand seven, 17, gear-box seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, gear-box four, 23, gear-box five, 24, gear-box six, 25, fixed arm, 26, cross bar three, 28, trapezoidal cutter two; 31, bar two it is pressed into, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, drive axle one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 44, drive axle two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes H stake pile-formation machine and rectangular pile pile-formation machine.
H stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 1, the lower end of motor one is fixed with gear-box 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with gear-box 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with gear-box 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with gear-box 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with gear-box 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with gear-box 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with gear-box 6 24,Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; A rotating shaft 1 it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm 25 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively; The right rear portion of gear-box three and right front portion export a rotating shaft 2 14 respectively, and the right rear portion of gear-box six and right front portion also export a rotating shaft two respectively, and the right-hand member of this each rotating shaft two fixes a trapezoidal cutter 1 respectively; The left back portion of gear-box two and left front portion export a rotating shaft 2 14 respectively, and the left back portion of gear-box five and left front portion also export a rotating shaft two respectively, and the left end of this each rotating shaft two fixes a trapezoidal cutter one respectively.
Peeling knife on three rotating shafts one of gear-box one output differs certain angle in rotation, is independent of each other mutually in rotation.
Peeling knife on three rotating shafts one of gear-box four output differs certain angle in rotation, is independent of each other mutually in rotation.
The specific works mode of H stake pile-formation machine is as follows: H stake pile-formation machine is provided with serosity pump, during work, each drill bit is injected separately into cement mortar by serosity pump, motor one drives gear-box seven operating, gear-box seven operates respectively through the rotational driving gear case one of former and later two rotating shafts one, gear-box four in operation process, gear-box one is on-stream to operate respectively through the rotational driving gear case two of two rotating shafts one in left and right, gear-box three, and gear-box four is on-stream to operate respectively through the rotational driving gear case five of two rotating shafts one in left and right, gear-box six; Gear-box three drives the rotating shaft two at the right rear portion of gear-box three and rotating shaft two synchronous axial system in opposite directions of right front portion respectively in operation process, and gear-box six drives the rotating shaft two at the right rear portion of gear-box six and rotating shaft two synchronous axial system in opposite directions of right front portion respectively in operation process; Gear-box two drives the rotating shaft two in the left back portion of gear-box two and rotating shaft two synchronous axial system in opposite directions in left front portion respectively in operation process, and gear-box five drives the rotating shaft two in the left back portion of gear-box five and rotating shaft two synchronous axial system in opposite directions in left front portion respectively in operation process; Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut and cement mortar stirring by seven drill bits in rotation; Six rotating shafts one drive two fixed arms on each rotating shaft one to drive peeling knife around rotating shaft one rotation respectively in rotation, and peeling knife will cut and cement mortar stirring less than the part earth of bit diameter between each two drill bit in rotation process; Two rotating shafts two on gear-box three drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box three right part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; Two rotating shafts two on gear-box six drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box six right part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; Two rotating shafts two on gear-box two drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box two left part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; Two rotating shafts two on gear-box five drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box five left part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; It is pressed into bar one to be pressed in process downwards and form two ends, left and right be respectively provided with the H grafting stake of two recessed trapezoidal terminations.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6; Concrete structure is as follows: being pressed into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, it is pressed into bar two bottom right-hand member and is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 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 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driving box one exports one and drives axle 2 44, and this drives the left end of axle two to fix a trapezoidal cutter 2 28; The right-hand member of driving box two exports one and drives axle 2 44, and this drives the right-hand member of axle two to fix a trapezoidal cutter 2 28.
The specific works mode that rectangular pile pile-formation machine manufactures cement earth pile is as follows: rectangular pile pile-formation machine is provided with high-pressure pump, during work, each drill bit is injected separately into cement mortar by high-pressure pump, motor two 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 the driving axle two of the on-stream driving right-hand member of driving box two rotates; The driving axle two of the on-stream driving left end of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits in rotation; Two drive axle one to drive two linking arms drives on each driving axle one to stir cutter around driving axle one rotation in rotation respectively, stir cutter and will stir with cement mortar less than the part earth of bit diameter between each two drill bit in rotation process; The axle two that drives of left end drives the trapezoidal cutter two on axle two that drives of left end to rotate in rotation, and the soil body of the termination of left part and cement mortar are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation; The axle two that drives of right-hand member drives the trapezoidal cutter two on axle two that drives of right-hand member to rotate in rotation, and the soil body of the termination of right part and cement mortar are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation; It is pressed into bar two to be pressed in process downwards and form about one two ends be respectively provided with the soil cement rectangle grafting stake of convex trapezoidal termination.
The specific works mode that rectangular pile pile-formation machine manufactures concrete-pile is as follows: rectangular pile pile-formation machine is provided with high-pressure pump, during work, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two 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 the driving axle two of the on-stream driving right-hand member of driving box two rotates; The driving axle two of the on-stream driving left end of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred by three drill bits in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter and will stir less than the part soil cutting of bit diameter between each two drill bit in rotation process;The axle two that drives of left end drives the trapezoidal cutter two on axle two that drives of left end to rotate in rotation, and the soil cutting of the termination of left part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The axle two that drives of right-hand member drives the trapezoidal cutter two on axle two that drives of right-hand member to rotate in rotation, and the soil cutting of the termination of right part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The soil body of cutting is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the rectangular opening of convex trapezoidal termination.
The recessed trapezoidal termination at H grafting stake two ends matches with the convex trapezoidal termination at rectangle grafting stake two ends.
H stake pile-formation machine is as follows with rectangular pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement H grafting stake is manufactured according to the working method of above-mentioned H stake pile-formation machine with H stake pile-formation machine, on the right side of this H grafting stake, the distance of one the rectangle grafting stake in interval remanufacture second soil cement H grafting stake, so manufacture one, multiple intervals rectangle grafting pilespacing from multiple soil cement H grafting stakes, when the soil cement intensity of the H grafting stake on both sides reaches some strength, the front portion in spacing between each two H grafting stake, the working method manufacturing cement earth pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufacture a soil cement rectangle grafting stake, make the convex trapezoidal termination of soil cement rectangle grafting stake left end anterior between each two H grafting stake be fit to the recessed trapezoidal termination of left side H grafting stake right front ends, the convex trapezoidal termination of anterior soil cement rectangle grafting stake right-hand member is fit to the recessed trapezoidal termination of the right H left front end of grafting stake, the rear portion in spacing between each two H grafting stake, the working method manufacturing concrete-pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a concrete rectangular grafting stake, the convex trapezoidal termination making the concrete rectangular grafting stake left end at rear portion between each two H grafting stake is fit to the recessed trapezoidal termination of left side H grafting stake right rear end, the convex trapezoidal termination of the concrete rectangular grafting stake right-hand member at rear portion is fit to the recessed trapezoidal termination of the right H left back end of grafting stake, it is thusly-formed the piling wall of the soil cement rectangle grafting stake between multiple soil cement H grafting stake and each two soil cement H grafting stake and the mutual trapezoidal grafting of concrete rectangular grafting stake, gear soil for building basis, antiseep.

Claims (1)

1. H stake and the trapezoidal docking device of rectangular pile, including H stake pile-formation machine and rectangular pile pile-formation machine;
It is characterized in that: the concrete structure of H stake pile-formation machine includes: anterior cross bar 1, the cross bar 2 18 at rear portion and the cross bar 3 26 of centre are fixed together, form a H-shaped framework, cross bar three middle upper portion is fixed with and is pressed into bar 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 1, the lower end of motor one is fixed with gear-box 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with gear-box 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with gear-box 24, the right-hand member bottom of cross bar one is fixed with armstand 3 11, the lower end of armstand three is fixed with gear-box 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with gear-box 4 22, the left end bottom of cross bar two is fixed with armstand 5 20, the lower end of armstand five is fixed with gear-box 5 23, the right-hand member bottom of cross bar two is fixed with armstand 6 21, the lower end of armstand six is fixed with gear-box 6 24,Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; A rotating shaft 1 it is respectively equipped with between gear-box one and gear-box three, between gear-box one and gear-box two, between gear-box one and gear-box seven, between gear-box four and gear-box five, between gear-box four and gear-box six, between gear-box four and gear-box seven, a fixed arm 25 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively; The right rear portion of gear-box three and right front portion export a rotating shaft 2 14 respectively, and the right rear portion of gear-box six and right front portion also export a rotating shaft two respectively, and the right-hand member of this each rotating shaft two fixes a trapezoidal cutter 1 respectively; The left back portion of gear-box two and left front portion export a rotating shaft 2 14 respectively, and the left back portion of gear-box five and left front portion also export a rotating shaft two respectively, and the left end of this each rotating shaft two fixes a trapezoidal cutter one respectively;
During the work of H stake pile-formation machine, each drill bit is injected separately into cement mortar by serosity pump, motor one drives gear-box seven operating, gear-box seven operates respectively through the rotational driving gear case one of former and later two rotating shafts one, gear-box four in operation process, gear-box one is on-stream to operate respectively through the rotational driving gear case two of two rotating shafts one in left and right, gear-box three, and gear-box four is on-stream to operate respectively through the rotational driving gear case five of two rotating shafts one in left and right, gear-box six; Gear-box three drives the rotating shaft two at the right rear portion of gear-box three and rotating shaft two synchronous axial system in opposite directions of right front portion respectively in operation process, and gear-box six drives the rotating shaft two at the right rear portion of gear-box six and rotating shaft two synchronous axial system in opposite directions of right front portion respectively in operation process; Gear-box two drives the rotating shaft two in the left back portion of gear-box two and rotating shaft two synchronous axial system in opposite directions in left front portion respectively in operation process, and gear-box five drives the rotating shaft two in the left back portion of gear-box five and rotating shaft two synchronous axial system in opposite directions in left front portion respectively in operation process; Gear-box one, gear-box two, gear-box three, gear-box four, gear-box five, gear-box six, gear-box seven drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut and cement mortar stirring by seven drill bits in rotation; Six rotating shafts one drive two fixed arms on each rotating shaft one to drive peeling knife around rotating shaft one rotation respectively in rotation, and peeling knife will cut and cement mortar stirring less than the part earth of bit diameter between each two drill bit in rotation process; Two rotating shafts two on gear-box three drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box three right part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; Two rotating shafts two on gear-box six drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box six right part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; Two rotating shafts two on gear-box two drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box two left part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation;Two rotating shafts two on gear-box five drive trapezoidal cutter one rotation on rotating shaft two respectively in rotation, and the soil cutting of gear-box five left part and cement mortar are stirred into recessed trapezoidal termination by these two trapezoidal cuttves one in rotation; It is pressed into bar one to be pressed in process downwards and form two ends, left and right be respectively provided with the H grafting stake of two recessed trapezoidal terminations;
The concrete structure of rectangular pile pile-formation machine includes: being pressed into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, it is pressed into bar two bottom right-hand member and is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 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 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left end of driving box one exports one and drives axle 2 44, and this drives the left end of axle two to fix a trapezoidal cutter 2 28; The right-hand member of driving box two exports one and drives axle 2 44, and this drives the right-hand member of axle two to fix a trapezoidal cutter 2 28;
Rectangular pile pile-formation machine manufactures the specific works mode of cement earth pile: during work, each drill bit is injected separately into cement mortar by high-pressure pump, motor two 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 the driving axle two of the on-stream driving right-hand member of driving box two rotates; The driving axle two of the on-stream driving left end of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits in rotation; Two drive axle one to drive two linking arms drives on each driving axle one to stir cutter around driving axle one rotation in rotation respectively, stir cutter and will stir with cement mortar less than the part earth of bit diameter between each two drill bit in rotation process; The axle two that drives of left end drives the trapezoidal cutter two on axle two that drives of left end to rotate in rotation, and the soil body of the termination of left part and cement mortar are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation; The axle two that drives of right-hand member drives the trapezoidal cutter two on axle two that drives of right-hand member to rotate in rotation, and the soil body of the termination of right part and cement mortar are stirred into convex trapezoidal termination by this trapezoidal cutter two in rotation; It is pressed into bar two to be pressed in process downwards and form about one two ends be respectively provided with the soil cement rectangle grafting stake of convex trapezoidal termination;
Rectangular pile pile-formation machine manufactures the specific works mode of concrete-pile: during work, each drill bit is injected separately into water under high pressure by high-pressure pump, motor two 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 the driving axle two of the on-stream driving right-hand member of driving box two rotates; The driving axle two of the on-stream driving left end of driving box one rotates; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the soil cutting of its lower end is stirred by three drill bits in rotation;Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter and will stir less than the part soil cutting of bit diameter between each two drill bit in rotation process; The axle two that drives of left end drives the trapezoidal cutter two on axle two that drives of left end to rotate in rotation, and the soil cutting of the termination of left part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The axle two that drives of right-hand member drives the trapezoidal cutter two on axle two that drives of right-hand member to rotate in rotation, and the soil cutting of the termination of right part is become convex trapezoidal termination by this trapezoidal cutter two in rotation; The soil body of cutting is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, is pressed into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the rectangular opening of convex trapezoidal termination;
H stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement H grafting stake is manufactured according to the working method of above-mentioned H stake pile-formation machine with H stake pile-formation machine, on the right side of this H grafting stake, the distance of one the rectangle grafting stake in interval remanufacture second soil cement H grafting stake, so manufacture one, multiple intervals rectangle grafting pilespacing from multiple soil cement H grafting stakes, when the soil cement intensity of the H grafting stake on both sides reaches some strength, the front portion in spacing between each two H grafting stake, the working method manufacturing cement earth pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufacture a soil cement rectangle grafting stake, make the convex trapezoidal termination of soil cement rectangle grafting stake left end anterior between each two H grafting stake be fit to the recessed trapezoidal termination of left side H grafting stake right front ends, the convex trapezoidal termination of anterior soil cement rectangle grafting stake right-hand member is fit to the recessed trapezoidal termination of the right H left front end of grafting stake, the rear portion in spacing between each two H grafting stake, the working method manufacturing concrete-pile according to above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine manufactures a concrete rectangular grafting stake, the convex trapezoidal termination making the concrete rectangular grafting stake left end at rear portion between each two H grafting stake is fit to the recessed trapezoidal termination of left side H grafting stake right rear end, the convex trapezoidal termination of the concrete rectangular grafting stake right-hand member at rear portion is fit to the recessed trapezoidal termination of the right H left back end of grafting stake, it is thusly-formed the piling wall of the soil cement rectangle grafting stake between multiple soil cement H grafting stake and each two soil cement H grafting stake and the mutual trapezoidal grafting of concrete rectangular grafting stake, gear soil for building basis, antiseep.
CN201511035558.4A 2015-12-31 2015-12-31 H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment Withdrawn CN105672263A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511035558.4A CN105672263A (en) 2015-12-31 2015-12-31 H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511035558.4A CN105672263A (en) 2015-12-31 2015-12-31 H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment

Publications (1)

Publication Number Publication Date
CN105672263A true CN105672263A (en) 2016-06-15

Family

ID=56190086

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511035558.4A Withdrawn CN105672263A (en) 2015-12-31 2015-12-31 H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment

Country Status (1)

Country Link
CN (1) CN105672263A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507310A (en) * 2015-12-31 2016-04-20 李会修 Trapezoidal locking and buckling equipment of H-shaped piles and rectangular piles
CN105507311A (en) * 2015-12-31 2016-04-20 李会修 Trapezoidal inserting and buckling equipment of H-shaped piles and rectangular piles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507310A (en) * 2015-12-31 2016-04-20 李会修 Trapezoidal locking and buckling equipment of H-shaped piles and rectangular piles
CN105507311A (en) * 2015-12-31 2016-04-20 李会修 Trapezoidal inserting and buckling equipment of H-shaped piles and rectangular piles

Similar Documents

Publication Publication Date Title
CN105421353A (en) Rectangular inserting apparatus for H piles and rectangular piles
CN105696583A (en) Inserting and buckling equipment for octagonal piles and H-shaped piles
CN105507242A (en) Trapezoidal buckling equipment with H-shaped piles and rectangular piles
CN105672263A (en) H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment
CN105672264A (en) H-shaped pile and rectangular pile trapezoidal inserting-connecting equipment
CN105568967A (en) Rectangular inserting-buckling equipment for H-shaped piles and rectangular piles
CN105672267A (en) V-shaped inserting-buckling equipment for rectangular piles and H-shaped piles
CN105507243A (en) Trapezoidal buckling equipment with H-shaped piles and rectangular piles
CN105421352A (en) Rectangular inserting apparatus for H piles and rectangular piles
CN105442584A (en) Rectangular eye-splice device of pi-shaped piles and rectangular piles
CN105507311A (en) Trapezoidal inserting and buckling equipment of H-shaped piles and rectangular piles
CN105507310A (en) Trapezoidal locking and buckling equipment of H-shaped piles and rectangular piles
CN105507241A (en) V-shaped buckling equipment with Pi-shaped piles and rectangular piles
CN105421369A (en) Rectangle inserting and combining equipment for H-shaped piles and rectangular piles
CN105421440A (en) Rectangular splicing equipment for n-shaped piles and rectangular piles
CN105568971A (en) H pile ad rectangular pile V-shaped insertion equipment
CN105442586A (en) H pile and rectangular pile trapezoidal insertion equipment
CN105507240A (en) V-shaped buckling equipment with Pi-shaped piles and rectangular piles
CN105568965A (en) Pi-shaped pile and rectangular pile V-shaped inserting-buckling equipment
CN105464085A (en) Trapezoidal plugged equipment of H piles and rectangular piles
CN105464090A (en) Trapezoidal plugged equipment of H piles and rectangular piles
CN105507303A (en) Trapezoidal inserting equipment of H-shaped piles and rectangular piles
CN105464097A (en) Trapezoid buckling equipment for H-shaped piles and rectangular piles
CN105421388A (en) Circular-arc eye-splice equipment for H piles and rectangular piles
CN105421382A (en) V-shaped plugging equipment for H piles and rectangular piles

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20160615