CN105421431A - L-shaped splicing pile forming machine - Google Patents

L-shaped splicing pile forming machine Download PDF

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Publication number
CN105421431A
CN105421431A CN201511012580.7A CN201511012580A CN105421431A CN 105421431 A CN105421431 A CN 105421431A CN 201511012580 A CN201511012580 A CN 201511012580A CN 105421431 A CN105421431 A CN 105421431A
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CN
China
Prior art keywords
transmission case
torsion shaft
grafting
fixed
arm
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Pending
Application number
CN201511012580.7A
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Chinese (zh)
Inventor
刘玉秋
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Individual
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Individual
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Priority to CN201511012580.7A priority Critical patent/CN105421431A/en
Publication of CN105421431A publication Critical patent/CN105421431A/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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 OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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

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

Abstract

The invention discloses an L-shaped splicing pile forming machine. In a downward pressing process, a master lever forms a splicing pile with a concave circular head at the left end and a convex circular head at the right end; at the left side of the splicing pile, a second splicing pile is formed by spacing apart a distance of one splicing pile, so that a plurality of splicing piles which are spaced apart the distance of one splicing pile are formed; when cemented soil strength of the cemented soil splicing piles at the two sides reaches certain amount, one splicing pile is manufactured within the distance of every two splicing piles, so that the convex circular head at the right end of a middle splicing pile is inserted into the concave circular head at the left end of the left splicing pile, and the concave circular head at the left end of the middle splicing pile is inserted to the outside of the convex circular head at the right end of the left splicing pile, and therefore, a plurality of L-shaped splicing piles which are in mutual semicircular splicing are formed; and the L-shaped splicing piles are used for earth retaining and leakage preventing of a building foundation.

Description

Grafting L stake pile forming machine
Technical field
The present invention relates to the grafting L stake pile forming machine used in a kind of stirring pile forming machine, particularly a kind of building foundation engineering.
Background technology
The stirring pile forming machine used in building foundation engineering is that soil cutting and cement paste are stirred into cement earth pile by multiple drill bit in rotary course by power drive multiple bit; At present, formed by the Soil-cement pile forming machine of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the L shape cement earth pile of mutual grafting.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of grafting L stake pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of grafting L stake pile forming machine, the left end rear portion of crossbeam one is fixed in the front end of crossbeam two, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar, the left end bottom of crossbeam one is fixed with vertical rod one, the lower end of vertical rod one is fixed with motor, the lower end of motor is fixed with transmission case one, the middle lower portion of crossbeam one is fixed with vertical rod two, the lower end of vertical rod two is fixed with transmission case two, the right-hand member bottom of crossbeam one is fixed with vertical rod three, the lower end of vertical rod three is fixed with transmission case three, the rear end lower of crossbeam two is fixed with vertical rod four, the lower end of vertical rod four is fixed with transmission case four, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod, the lower end of each drilling rod fixes a drill bit respectively, a torsion shaft one is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm one, a link arm is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide.
The present invention has following feature:
The present invention can manufacture the cement-soil L shape grafting stake of multiple mutual semicircle grafting, 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 front elevation drawing of the present invention;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the plugboard chart of the multiple L stake of the present invention.
In figure: 1, compress into bar, 2, crossbeam one, 3, vertical rod one, 4, vertical rod two, 5, vertical rod three, 6, motor, 7, transmission case one, 8, transmission case two, 9, transmission case three, 10, torsion shaft one, 11, stir arm one, 12, drilling rod, 13, drill bit, 14, vertical rod four, 15, crossbeam two, 16, transmission case four, 17, link arm, 18, torsion shaft three, 19, recessed dise knife, 20, stir arm two, 21, torsion shaft two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the left end rear portion of crossbeam 1 is fixed in the front end of this embodiment crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 6, the lower end of motor is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide.
Two in each torsion shaft one torsion shafts one of stirring arm one and being parallel to its place respectively.
Two in torsion shaft two torsion shafts two of stirring arm two and being parallel to its place respectively.
Two in each torsion shaft one equal diameters of stirring distance between arm one and drill bit.
Two in torsion shaft two equal diameters of stirring distance between arm two and drill bit.
Pile frame of the present invention is also provided with and send sizing device, send sizing device to each drill bit grout injection respectively during work, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft one both sides is stirred with cement paste by the arm one that stirs in each torsion shaft one in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft two both sides is stirred with cement paste by the arm two that stirs in torsion shaft two in rotation, and the earth of pile body left end cuts and stirs into recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the grafting stake of cheese head, in the left side of this grafting stake, the distance of the grafting stake in interval forms second grafting stake again, so formed one, multiple interval grafting pilespacing from multiple grafting stakes, when the soil cement intensity of the cement-soil grafting stake on both sides reaches a certain amount of, a grafting stake is manufactured in spacing again between every two grafting stakes, the recessed round end recessed round end that is interior, middle grafting stake left end making the cheese head of middle grafting stake right-hand member insert the right grafting stake left end is inserted in outside the cheese head of left side grafting stake right-hand member, the L shape grafting stake of the multiple mutual semicircle grafting of formation like this, for gear soil, the antiseep of building foundation.

Claims (5)

1. a grafting L stake pile forming machine, the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 6, the lower end of motor is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide, it is characterized in that: during pile forming machine work, send sizing device to each drill bit grout injection respectively, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft one both sides is stirred with cement paste by the arm one that stirs in each torsion shaft one in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft two both sides is stirred with cement paste by the arm two that stirs in torsion shaft two in rotation, and the earth of pile body left end cuts and stirs into recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the grafting stake of cheese head, in the left side of this grafting stake, the distance of the grafting stake in interval forms second grafting stake again, so formed one, multiple interval grafting pilespacing from multiple grafting stakes, when the soil cement intensity of the cement-soil grafting stake on both sides reaches a certain amount of, a grafting stake is manufactured in spacing again between every two grafting stakes, the recessed round end recessed round end that is interior, middle grafting stake left end making the cheese head of middle grafting stake right-hand member insert the right grafting stake left end is inserted in outside the cheese head of left side grafting stake right-hand member, the L shape grafting stake of the multiple mutual semicircle grafting of formation like this, for gear soil, the antiseep of building foundation.
2. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described each torsion shaft one torsion shafts one of stirring arm one and being parallel to its place respectively.
3. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described torsion shaft two torsion shafts two of stirring arm two and being parallel to its place respectively.
4. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described each torsion shaft one equal diameters of stirring distance between arm one and drill bit.
5. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described torsion shaft two equal diameters of stirring distance between arm two and drill bit.
CN201511012580.7A 2015-12-31 2015-12-31 L-shaped splicing pile forming machine Pending CN105421431A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012580.7A CN105421431A (en) 2015-12-31 2015-12-31 L-shaped splicing pile forming machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511012580.7A CN105421431A (en) 2015-12-31 2015-12-31 L-shaped splicing pile forming machine

Publications (1)

Publication Number Publication Date
CN105421431A true CN105421431A (en) 2016-03-23

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CN201511012580.7A Pending CN105421431A (en) 2015-12-31 2015-12-31 L-shaped splicing pile forming machine

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507245A (en) * 2015-12-31 2016-04-20 卢兴耐 Plugging connecting L pile forming machine
CN105568992A (en) * 2015-12-31 2016-05-11 刘玉秋 Pile forming machine for L-shaped insertion piles

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203034511U (en) * 2012-12-30 2013-07-03 张璐 Wall brusher of double-helix grooving machine
CN104612141A (en) * 2015-02-28 2015-05-13 张璐 T-shaped stirring drilling machine
CN105421406A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular latch equipment
CN105507271A (en) * 2015-12-31 2016-04-20 叶连国 Rectangular locking equipment with L-shaped piles and rectangular piles
CN105586872A (en) * 2015-12-31 2016-05-18 叶连国 Rectangular lock-buckling equipment for L piles and rectangular piles
CN105649029A (en) * 2015-12-31 2016-06-08 叶连国 Rectangular buckling equipment for L-shaped piles and rectangular piles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203034511U (en) * 2012-12-30 2013-07-03 张璐 Wall brusher of double-helix grooving machine
CN104612141A (en) * 2015-02-28 2015-05-13 张璐 T-shaped stirring drilling machine
CN105421406A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular latch equipment
CN105507271A (en) * 2015-12-31 2016-04-20 叶连国 Rectangular locking equipment with L-shaped piles and rectangular piles
CN105586872A (en) * 2015-12-31 2016-05-18 叶连国 Rectangular lock-buckling equipment for L piles and rectangular piles
CN105649029A (en) * 2015-12-31 2016-06-08 叶连国 Rectangular buckling equipment for L-shaped piles and rectangular piles

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105507245A (en) * 2015-12-31 2016-04-20 卢兴耐 Plugging connecting L pile forming machine
CN105568992A (en) * 2015-12-31 2016-05-11 刘玉秋 Pile forming machine for L-shaped insertion piles

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Application publication date: 20160323