CN105649047A - Plugging pile drilling and stirring machine - Google Patents

Plugging pile drilling and stirring machine Download PDF

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Publication number
CN105649047A
CN105649047A CN201511035548.0A CN201511035548A CN105649047A CN 105649047 A CN105649047 A CN 105649047A CN 201511035548 A CN201511035548 A CN 201511035548A CN 105649047 A CN105649047 A CN 105649047A
Authority
CN
China
Prior art keywords
driven headstock
rotating shaft
concrete
fixed
drilling rod
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Withdrawn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
CN201511035548.0A
Other languages
Chinese (zh)
Inventor
宗超
Original Assignee
宗超
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 宗超 filed Critical 宗超
Priority to CN201511035548.0A priority Critical patent/CN105649047A/en
Publication of CN105649047A publication Critical patent/CN105649047A/en
Withdrawn legal-status Critical Current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
    • E02D5/18Bulkheads 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

Abstract

The invention provides a plugging pile drilling and stirring machine. A hole body with a convex round end at the left end and a concave round end at the right end is formed in the down pressing process of a main drill rod; concrete is poured into the hole body to form a concrete plugging pile; a concrete plugging pile is manufactured again at the right of the concrete plugging pile at an interval of a concrete plugging pile, such that a plurality of concrete plugging piles at intervals with a concrete plugging pile distance are manufactured; when the strength of the concrete plugging piles on the two sides reaches a certain equivalent weight, a hole body is manufactured in an interval between every two concrete plugging piles by the method; and then the concrete is poured, and a plugging combination of a plurality of concrete plugging piles are formed and used for preventing leakage of a building foundation.

Description

Grafting stake is bored and is stirred machine
Technical field
The present invention relates to a kind of boring and stir machine, the grafting stake particularly used in a kind of building foundation engineering is bored and is stirred machine.
Background technology
At present, in building foundation engineering use grafting stake bore stir machine can only manufacture be mutually inserted cement-soil pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of grafting stake that can manufacture the concrete-pile that pile body is mutually inserted is bored and stirred machine.
The present invention is achieved through the following technical solutions:
A kind of grafting stake is bored and is stirred machine, and motor upper end is fixed in main drilling rod lower end, and driven headstock three upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical shaft one, and the lower end of vertical shaft one is fixed with driven headstock one, and main drilling rod bottom right-hand member is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical shaft two, and the lower end of vertical shaft two is fixed with driven headstock two; Driven headstock one, driven headstock two, driven headstock three lower end be respectively equipped with a drilling rod, the lower end of each point of drilling rod is respectively equipped with a drill bit; Being respectively equipped with a rotating shaft one between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm fixes a stirring arm respectively; The right back of driven headstock two and right front export a rotating shaft two respectively, and each rotating shaft two is fixed two circular arc cuttves respectively; Circular arc cutter in the rotating shaft of the right back equal diameters that afterwards form an orthodrome, this circular arc place diameter of a circle and drill bit relative to the circular arc cutter in the rotating shaft of right front.
The present invention has following feature:
The present invention can manufacture the grafting combination of concrete interposing pile extension, for the antiseep on building basis.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of the present invention;
Fig. 2 is the A-A direction view of Fig. 1;
Fig. 3 is the plugboard chart of multiple grafting stake.
In figure: 1, main drilling rod, 2, motor, 3, driven headstock three, 4, driven headstock one, 5, driven headstock two, 6, transverse arm one, 7, transverse arm two, 8, rotating shaft one, 9, stirring arm, 10, vertical shaft one, 11, vertical shaft two, 12, drilling rod, 13, drill bit, 14, rotating shaft two, 15, circular arc cutter, 16, link arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and motor 2 upper end is fixed in this embodiment main drilling rod 1 lower end, and driven headstock 33 upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical shaft 1, and the lower end of vertical shaft one is fixed with driven headstock 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with vertical shaft 2 11, and the lower end of vertical shaft two is fixed with driven headstock 25;Driven headstock one, driven headstock two, driven headstock three lower end be respectively equipped with a drilling rod 12, the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with a rotating shaft 1 between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm fixes a stirring arm 9 respectively; The right back of driven headstock two and right front export a rotating shaft 2 14 respectively, and each rotating shaft two is fixed two circular arc cuttves 15 respectively; Circular arc cutter in the rotating shaft of the right back equal diameters that afterwards form an orthodrome, this circular arc place diameter of a circle and drill bit relative to the circular arc cutter in the rotating shaft of right front.
The present invention is also equipped with grouting pump, during work, each drill bit is irrigated water under high pressure by grouting pump respectively, motor drives driven headstock three to operate, driven headstock three drives driven headstock one, driven headstock two to operate by the rotation of rotating shaft one in operation process, and driven headstock two drives the rotating shaft two of right back synchronous axial system relative to the rotating shaft two of right front respectively in operation process, driven headstock one, driven headstock two, driven headstock three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut in rotation and stirs into mud with water by three drill bits, two rotating shafts one drive two link arms in each rotating shaft one to drive a stirring arm rotation around the shaft respectively in rotation, stirring arm stirs into mud by cutting less than the part earth of bit diameter between each two drill bit with water in rotation process, two rotating shaft two circular arc swivels in difference drive shaft two in rotation move, the soil cutting of the termination of right part and water are stirred into recessed rounded head by circular arc cutter in rotation, and dome termination formed by this recessed rounded head and left part drill bit matches, along with the continuous injection of water, mud flows out from hole, main drilling rod is pressed into downwards in process and forms a left end with dome termination, right-hand member is with the hole body of recessed rounded head, in this hole body casting concrete a concrete interposing pile extension, the right at this concrete interposing pile extension, the spacing of one the concrete interposing pile extension in interval, remanufacture a concrete interposing pile extension, so manufacture the concrete interposing pile extension of the spacing of one the concrete interposing pile extension in multiple intervals, when the intensity of both sides concrete interposing pile extension reaches certain equivalent, here every concrete interposing pile extension spacing in, manufacture hole body in aforementioned manners, thereafter casting concrete, multiple concrete interposing pile extensions grafting combination, antiseep for building basis.

Claims (1)

1. grafting stake is bored and is stirred a machine, and motor 2 upper end is fixed in main drilling rod 1 lower end, and driven headstock 33 upper end is fixed in motor lower end; Main drilling rod bottom left end is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical shaft 1, and the lower end of vertical shaft one is fixed with driven headstock 1, and main drilling rod bottom right-hand member is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with vertical shaft 2 11, and the lower end of vertical shaft two is fixed with driven headstock 25; Driven headstock one, driven headstock two, driven headstock three lower end be respectively equipped with a drilling rod 12, the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with a rotating shaft 1 between driven headstock three and driven headstock one, between driven headstock three and driven headstock two, a link arm 16 is fixed on the middle both sides of every rotating shaft one respectively, and the outer end of each link arm fixes a stirring arm 9 respectively; The right back of driven headstock two and right front export a rotating shaft 2 14 respectively, and each rotating shaft two is fixed two circular arc cuttves 15 respectively;Circular arc cutter in the rotating shaft of the right back equal diameters that afterwards form an orthodrome, this circular arc place diameter of a circle and drill bit relative to the circular arc cutter in the rotating shaft of right front, it is characterized in that: when brill stirs machine work, each drill bit is irrigated water under high pressure by grouting pump respectively, motor drives driven headstock three to operate, driven headstock three drives driven headstock one, driven headstock two to operate by the rotation of rotating shaft one in operation process, and driven headstock two drives the rotating shaft two of right back synchronous axial system relative to the rotating shaft two of right front respectively in operation process, driven headstock one, driven headstock two, driven headstock three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut in rotation and stirs into mud with water by three drill bits, two rotating shafts one drive two link arms in each rotating shaft one to drive a stirring arm rotation around the shaft respectively in rotation, stirring arm stirs into mud by cutting less than the part earth of bit diameter between each two drill bit with water in rotation process, two rotating shaft two circular arc swivels in difference drive shaft two in rotation move, the soil cutting of the termination of right part and water are stirred into recessed rounded head by circular arc cutter in rotation, and dome termination formed by this recessed rounded head and left part drill bit matches, along with the continuous injection of water, mud flows out from hole, main drilling rod is pressed into downwards in process and forms a left end with dome termination, right-hand member is with the hole body of recessed rounded head, in this hole body casting concrete a concrete interposing pile extension, the right at this concrete interposing pile extension, the spacing of one the concrete interposing pile extension in interval, remanufacture a concrete interposing pile extension, so manufacture the concrete interposing pile extension of the spacing of one the concrete interposing pile extension in multiple intervals, when the intensity of both sides concrete interposing pile extension reaches certain equivalent, here every concrete interposing pile extension spacing in, manufacture hole body in aforementioned manners, thereafter casting concrete, multiple concrete interposing pile extensions grafting combination, antiseep for building basis.
CN201511035548.0A 2015-12-31 2015-12-31 Plugging pile drilling and stirring machine Withdrawn CN105649047A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511035548.0A CN105649047A (en) 2015-12-31 2015-12-31 Plugging pile drilling and stirring machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511035548.0A CN105649047A (en) 2015-12-31 2015-12-31 Plugging pile drilling and stirring machine

Publications (1)

Publication Number Publication Date
CN105649047A true CN105649047A (en) 2016-06-08

Family

ID=56490389

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511035548.0A Withdrawn CN105649047A (en) 2015-12-31 2015-12-31 Plugging pile drilling and stirring machine

Country Status (1)

Country Link
CN (1) CN105649047A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421361A (en) * 2015-12-31 2016-03-23 卢兴耐 Plug-in pile drilling and stirring machine
CN105672260A (en) * 2015-12-31 2016-06-15 吕文娥 Inserting-connecting pile drilling stirring machine

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1126264A (en) * 1994-12-26 1996-07-10 石寅生 Making method for non-annular borehole cast-in-place pile
JP2013019260A (en) * 2011-06-17 2013-01-31 Nagaigumi Co Ltd Drilling equipment and construction method for sheet pile
CN104563861A (en) * 2014-12-31 2015-04-29 朱艳菊 Square drilling machine
CN104831718A (en) * 2015-06-05 2015-08-12 赵子健 Implementation method for rhombus composite stirring pile forming machine
CN104863142A (en) * 2015-06-05 2015-08-26 张璐 Pentagonal prism composite soil pile machine
CN105421361A (en) * 2015-12-31 2016-03-23 卢兴耐 Plug-in pile drilling and stirring machine
CN105672260A (en) * 2015-12-31 2016-06-15 吕文娥 Inserting-connecting pile drilling stirring machine

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1126264A (en) * 1994-12-26 1996-07-10 石寅生 Making method for non-annular borehole cast-in-place pile
JP2013019260A (en) * 2011-06-17 2013-01-31 Nagaigumi Co Ltd Drilling equipment and construction method for sheet pile
CN104563861A (en) * 2014-12-31 2015-04-29 朱艳菊 Square drilling machine
CN104831718A (en) * 2015-06-05 2015-08-12 赵子健 Implementation method for rhombus composite stirring pile forming machine
CN104863142A (en) * 2015-06-05 2015-08-26 张璐 Pentagonal prism composite soil pile machine
CN105421361A (en) * 2015-12-31 2016-03-23 卢兴耐 Plug-in pile drilling and stirring machine
CN105672260A (en) * 2015-12-31 2016-06-15 吕文娥 Inserting-connecting pile drilling stirring machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421361A (en) * 2015-12-31 2016-03-23 卢兴耐 Plug-in pile drilling and stirring machine
CN105672260A (en) * 2015-12-31 2016-06-15 吕文娥 Inserting-connecting pile drilling stirring machine

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SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
WW01 Invention patent application withdrawn after publication

Application publication date: 20160608

WW01 Invention patent application withdrawn after publication