CN105421350A - Rectangular combination stirring and drilling machine - Google Patents

Rectangular combination stirring and drilling machine Download PDF

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Publication number
CN105421350A
CN105421350A CN201511012107.9A CN201511012107A CN105421350A CN 105421350 A CN105421350 A CN 105421350A CN 201511012107 A CN201511012107 A CN 201511012107A CN 105421350 A CN105421350 A CN 105421350A
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CN
China
Prior art keywords
driver
fixed
drill bit
arm
rectangle
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.)
Pending
Application number
CN201511012107.9A
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Chinese (zh)
Inventor
卢兴耐
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Individual
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Individual
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Filing date
Publication date
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Priority to CN201511012107.9A priority Critical patent/CN105421350A/en
Publication of CN105421350A publication Critical patent/CN105421350A/en
Pending legal-status Critical Current

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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 a rectangular combination stirring and drilling machine. In the downward pressing process of a main rod, a rectangular combination pile with a wedge head at the left end and a trapeziform rabbet in the right end is formed; a second rectangular combination pile is manufactured at the right side of the rectangular combination pile with the interval of the rectangular combination pile distance; in such a way, a plurality of rectangular combination piles which are spaced by the rectangular combination pile distance are formed; when the cement soil intensity of the cement soil rectangular combination piles at two sides reach a certain degree, a rectangular combination pile is manufactured in the interval between every two rectangular combination piles; and a wedge head at the left end of the middle rectangular combination pile is matched with a trapeziform rabbet in the right end of the left rectangular combination pile, and a trapeziform rabbet in the right end of the middle rectangular combination pile is matched with a wedge head at the left end of the right rectangular combination pile, so a plurality of rectangular combination piles with mutual wedge connecting openings are formed, and are used for blocking soil and preventing leakage for building foundation.

Description

Rectangle combination drill stirs machine
Technical field
The present invention relates to a kind of boring and stir machine, the rectangle combination drill particularly used in a kind of building foundation engineering stirs machine.
Background technology
It is by the multiple drill bit rotational of power drive that cement earth boring auger stirs machine, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, the cement earth boring auger of other pattern stirs the assembly that pile body formed by machine is all multiple cement-soil cylinder, is not the rectangle combination cement-soil pile of mutual interface.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of rectangle combination drill and stirs machine.
The present invention is achieved through the following technical solutions:
A kind of rectangle combination drill stirs machine, and motor upper end is fixed in mobile jib lower end, and motor lower end is fixed with driver three, and driver three lower end is provided with drilling rod three, and drilling rod three lower end is fixed with drill bit three; The bottom left end of mobile jib is fixed on the right-hand member of left bar, and the upper end of pole one is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver one, and the lower end of driver one is provided with drilling rod one, and the lower end of drilling rod one is fixed with drill bit one; The bottom right-hand member of mobile jib is fixed on the left end of right bar, and the upper end of pole two is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver two, and the lower end of driver two is provided with drilling rod two, and the lower end of drilling rod two is fixed with drill bit two; By rotating shaft one connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod, and the upper end right part of this connecting rod is fixed with one and stirs arm one, and the upper left end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft two connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth respectively; The right back of driver two and right front export a rotating shaft three respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter one respectively, and the left end of driver one exports a rotating shaft four, and the left end of rotating shaft four fixes a trapezoidal cutter two.
The present invention has following feature:
The present invention can manufacture the cement-soil rectangle compound pile of multiple mutual wedged interface, for gear soil, the antiseep of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is structural representation of the present invention;
Fig. 2 is A-A view of Fig. 1;
Fig. 3 is the cross-sectional view of the mutual wedged interface of multiple compound pile;
In figure: 1, mobile jib, 2, left bar, 3, right bar, 4, motor, 5, driver three, 6, pole one, 7, pole two, 8, driver one, 9, driver two, 10, drilling rod three, 11, drilling rod one, 12, drilling rod two, 13, drill bit three, 14, drill bit one, 15, drill bit two, 16, rotating shaft one, 17, rotating shaft two, 18, connecting rod, 19, stir arm one, 20, stir arm two, 21, cutting teeth, 22, rotating shaft three, 23, trapezoidal cutter one, 24, rotating shaft four, 25, trapezoidal cutter two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 4 upper end is fixed in this embodiment mobile jib 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of mobile jib is fixed on the right-hand member of left bar 2, and the upper end of pole 1 is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver 1, and the lower end of driver one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member of mobile jib is fixed on the left end of right bar 3, and the upper end of pole 27 is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; By rotating shaft 1 connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod 18, the upper end right part of this connecting rod is fixed with one and stirs arm 1, and the upper left end of this connecting rod is fixed with one and stirs arm 2 20; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft 2 17 connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth 21 respectively; The right back of driver two and right front export a rotating shaft 3 22 respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a rotating shaft 4 24, and the left end of rotating shaft four fixes a trapezoidal cutter 2 25.
The diameter of drill bit one and the equal diameters of drill bit two.
The diameter of drill bit three is greater than the diameter of drill bit one or drill bit two.
Upper and lower two equal diameters of stirring distance between arm one and drill bit three in driver three left side.
Upper and lower two equal diameters of stirring distance between arm one and drill bit three on the right of driver three.
Upper and lower two equal diameters of stirring distance between arm two and drill bit one in driver three left side.
Upper and lower two equal diameters of stirring distance between arm two and drill bit two on the right of driver three.
Pile frame of the present invention is also provided with high-pressure pump, and during work, high-pressure pump is to drill bit one, drill bit two, drill bit three gunite respectively, and during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Earth is cut the lap body stirring into cylinder broad in the middle, the right and left small column with cement paste by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the cylinder of centre are stirred into rectangular column, four stir arm two in rotation, cylinder lap-joint is less than drill bit one, drill bit two diameter region stir; The combination pile body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; The soil cutting of the right-hand member of combination pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into sphenocephaly by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; Mobile jib is compressed into process and is formed left end with sphenocephaly, right-hand member with the rectangle compound pile of trapezoidal tongue and groove downwards, on the right side of this rectangle compound pile, the distance of the rectangle compound pile in interval manufactures second rectangle compound pile again, so forms multiple rectangle compound piles of the rectangle compound pile distance in multiple interval; When the soil cement intensity of the cement-soil rectangle compound pile on both sides reaches some strength, a rectangle compound pile is manufactured in spacing again between every two rectangle compound piles, make the sphenocephaly that the sphenocephaly of intermediate rectangular compound pile left end is fit to the trapezoidal tongue and groove of left side rectangle compound pile right-hand member, the trapezoidal tongue and groove of intermediate rectangular compound pile right-hand member is fit to the right rectangle compound pile left end, the rectangle compound pile of the multiple mutual wedged interface of formation like this, for gear soil, the antiseep of building foundation.

Claims (7)

1. rectangle combination drill stirs a machine, and motor 4 upper end is fixed in mobile jib 1 lower end, and motor lower end is fixed with driver 35, and driver three lower end is provided with drilling rod 3 10, and drilling rod three lower end is fixed with drill bit 3 13; The bottom left end of mobile jib is fixed on the right-hand member of left bar 2, and the upper end of pole 1 is fixed in the left end bottom of left bar, and the lower end of pole one is fixed with driver 1, and the lower end of driver one is provided with drilling rod 1, and the lower end of drilling rod one is fixed with drill bit 1; The bottom right-hand member of mobile jib is fixed on the left end of right bar 3, and the upper end of pole 27 is fixed in the right-hand member bottom of right bar, and the lower end of pole two is fixed with driver 29, and the lower end of driver two is provided with drilling rod 2 12, and the lower end of drilling rod two is fixed with drill bit 2 15; By rotating shaft 1 connection for transmission between driver three and driver one, the middle upper portion of rotating shaft one is fixed on the lower end of a connecting rod 18, the upper end right part of this connecting rod is fixed with one and stirs arm 1, and the upper left end of this connecting rod is fixed with one and stirs arm 2 20; The middle lower portion of rotating shaft one is fixed on the upper end of a connecting rod, and the lower end right part of this connecting rod is fixed with one and stirs arm one, and the bottom left end of this connecting rod is fixed with one and stirs arm two; By rotating shaft 2 17 connection for transmission between driver three and driver two, the middle upper portion of rotating shaft two is fixed on the lower end of a connecting rod, and the upper end left part of this connecting rod is fixed with one and stirs arm one, and the upper right end of this connecting rod is fixed with one and stirs arm two; The middle lower portion of rotating shaft two is fixed on the upper end of a connecting rod, and the lower end left part of this connecting rod is fixed with one and stirs arm one, and the bottom right-hand member of this connecting rod is fixed with one and stirs arm two; Eachly stir arm one and each stirring on arm two is fixed with multiple cutting teeth 21 respectively; The right back of driver two and right front export a rotating shaft 3 22 respectively, and the right-hand member of each rotating shaft three fixes a trapezoidal cutter 1 respectively, and the left end of driver one exports a rotating shaft 4 24, and the left end of rotating shaft four fixes a trapezoidal cutter 2 25; It is characterized in that: bore high-pressure pump when stirring machine work and distinguish gunite to drill bit one, drill bit two, drill bit three, during work, the pressing mechanism of pile frame applies downward pressure by mobile jib to pile forming machine; Motor drives driver three to operate, driver three is operated by the rotating drive driver one of rotating shaft one, driver three is operated by the rotating drive driver two of rotating shaft two, driver one is rotated by the rotating drive drill bit one of drilling rod one in the running, driver two is rotated by the rotating drive drill bit two of drilling rod two in the running, driver three is rotated by the rotating drive drill bit three of drilling rod three in the running, driver two drives two rotating shafts three to rotate in the running simultaneously, and driver one in the running drive shaft four rotates; Rotating shaft one in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, rotating shaft two in rotation, drive two to stir arm one by upper and lower two connecting rods and two stir arm two rotation, two rotating shafts three drive the rotation of two trapezoidal cuttves one respectively in rotation, and rotating shaft four drives the rotation of trapezoidal cutter two in rotation; Earth is cut the lap body stirring into cylinder broad in the middle, the right and left small column with cement paste by drill bit one, drill bit two, drill bit three in rotation, four are stirred arm one, in rotation, the cylinder of centre are stirred into rectangular column, four stir arm two in rotation, cylinder lap-joint is less than drill bit one, drill bit two diameter region stir; The combination pile body of one-tenth like this rectangle broad in the middle, the little rectangle of the right and left; The soil cutting of the right-hand member of combination pile body and cement paste are stirred into trapezoidal tongue and groove by two trapezoidal cuttves one in rotation, the soil cutting of the left end of pile body and cement paste are stirred into sphenocephaly by trapezoidal cutter two in rotation, and the trapezoidal tongue and groove of right part and the sphenocephaly of left part match; Mobile jib is compressed into process and is formed left end with sphenocephaly, right-hand member with the rectangle compound pile of trapezoidal tongue and groove downwards, on the right side of this rectangle compound pile, the distance of the rectangle compound pile in interval manufactures second rectangle compound pile again, so forms multiple rectangle compound piles of the rectangle compound pile distance in multiple interval; When the soil cement intensity of the cement-soil rectangle compound pile on both sides reaches some strength, a rectangle compound pile is manufactured in spacing again between every two rectangle compound piles, make the sphenocephaly that the sphenocephaly of intermediate rectangular compound pile left end is fit to the trapezoidal tongue and groove of left side rectangle compound pile right-hand member, the trapezoidal tongue and groove of intermediate rectangular compound pile right-hand member is fit to the right rectangle compound pile left end, the rectangle compound pile of the multiple mutual wedged interface of formation like this, for gear soil, the antiseep of building foundation.
2. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: the diameter of described drill bit one and the equal diameters of drill bit two.
3. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: the diameter of described drill bit three is greater than the diameter of drill bit one or drill bit two.
4. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm one and drill bit three in described driver three left side.
5. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm one and drill bit three on the right of described driver three.
6. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm two and drill bit one in described driver three left side.
7. rectangle combination drill according to claim 1 stirs machine, it is characterized in that: upper and lower two equal diameters of stirring distance between arm two and drill bit two on the right of described driver three.
CN201511012107.9A 2015-12-31 2015-12-31 Rectangular combination stirring and drilling machine Pending CN105421350A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012107.9A CN105421350A (en) 2015-12-31 2015-12-31 Rectangular combination stirring and drilling machine

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Application Number Priority Date Filing Date Title
CN201511012107.9A CN105421350A (en) 2015-12-31 2015-12-31 Rectangular combination stirring and drilling machine

Publications (1)

Publication Number Publication Date
CN105421350A true CN105421350A (en) 2016-03-23

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421379A (en) * 2015-12-31 2016-03-23 卢兴耐 Rectangular composite drilling and mixing machine
CN105649016A (en) * 2015-12-31 2016-06-08 卢兴耐 Rectangular combination drilling and stirring machine

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1326034A (en) * 2000-05-31 2001-12-12 北京振冲工程股份有限公司 Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method
JP2010007329A (en) * 2008-06-26 2010-01-14 Sumitomo Forestry Co Ltd Agitating device for columnar improvement
JP2013019260A (en) * 2011-06-17 2013-01-31 Nagaigumi Co Ltd Drilling equipment and construction method for sheet pile
CN105133584A (en) * 2015-08-09 2015-12-09 刘玉燕 Socket pile molding device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1326034A (en) * 2000-05-31 2001-12-12 北京振冲工程股份有限公司 Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method
JP2010007329A (en) * 2008-06-26 2010-01-14 Sumitomo Forestry Co Ltd Agitating device for columnar improvement
JP2013019260A (en) * 2011-06-17 2013-01-31 Nagaigumi Co Ltd Drilling equipment and construction method for sheet pile
CN105133584A (en) * 2015-08-09 2015-12-09 刘玉燕 Socket pile molding device
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421379A (en) * 2015-12-31 2016-03-23 卢兴耐 Rectangular composite drilling and mixing machine
CN105649016A (en) * 2015-12-31 2016-06-08 卢兴耐 Rectangular combination drilling and stirring machine

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Application publication date: 20160323