CN105421377A - V-shaped plugging pile drilling and mixing machine - Google Patents

V-shaped plugging pile drilling and mixing machine Download PDF

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Publication number
CN105421377A
CN105421377A CN201511012209.0A CN201511012209A CN105421377A CN 105421377 A CN105421377 A CN 105421377A CN 201511012209 A CN201511012209 A CN 201511012209A CN 105421377 A CN105421377 A CN 105421377A
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China
Prior art keywords
driver
rotary
shaped
fixed
rotation
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CN201511012209.0A
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Chinese (zh)
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卢兴耐
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卢兴耐
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Priority to CN201511012209.0A priority Critical patent/CN105421377A/en
Publication of CN105421377A publication Critical patent/CN105421377A/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
    • 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 V-shaped plugging pile drilling and mixing machine. A plurality of cement H-shaped plugging piles which are spaced at a distance of one H-shaped plugging pile in pairs are manufactured; when the strength of the cement of the H-shaped plugging piles on two sides achieves a certain level, H-shaped holes are respectively formed in the distances between every two cement H-shaped plugging piles according to a working manner of the H pile drilling and mixing machine for manufacturing H-shaped holes; concrete is poured in the H-shaped holes to form concrete H-shaped plugging piles to ensure that the concave V shapes at the right front ends of the concrete H-shaped plugging piles between every two cement H-shaped plugging piles are matched with the convex V shapes at the left front ends of the right cement H-shaped plugging piles, and the convex V shapes at the left front ends of the concrete H-shaped plugging piles between every two cement H-shaped plugging piles are matched with the concave V shapes at the right front ends of the left cement H-shaped plugging piles; and in such way, a piling wall in which the cement H-shaped plugging piles and the concrete H-shaped plugging piles are arranged at regular intervals and plugged with each other in V shapes is formed and used for the soil blocking and leakage prevention of building foundations.

Description

V-arrangement grafting stake is bored and is stirred machine
Technical field
The present invention relates to a kind of boring and stir machine, the V-arrangement grafting stake particularly used in a kind of building foundation engineering is bored and is stirred machine.
Background technology
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 H grafting piling wall of mutual grafting.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of V-arrangement grafting stake that can manufacture H cement earth pile and the mutual V-arrangement grafting of H concrete pile and bores and stir machine.
The present invention is achieved through the following technical solutions:
A kind of V-arrangement grafting stake is bored and is stirred machine, 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 mobile jib, cross bar three middle lower portion is fixed with armstand seven, armstand seven lower end is fixed with motor, the lower end of motor is fixed with driver seven, the middle lower end of cross bar one is fixed with armstand one, the lower end of armstand one is fixed with driver one, the left end bottom of cross bar one is fixed with armstand two, the lower end of armstand two is fixed with driver two, the right-hand member bottom of cross bar one is fixed with armstand three, the lower end of armstand three is fixed with driver three, the middle lower end of cross bar two is fixed with armstand four, the lower end of armstand four is fixed with driver four, the left end bottom of cross bar two is fixed with armstand five, the lower end of armstand five is fixed with driver five, the right-hand member bottom of cross bar two is fixed with armstand six, the lower end of armstand six is fixed with driver six, the lower end of driver one, driver two, driver three, driver four, driver five, driver six, driver seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, a rotary-cut axle one is respectively equipped with between driver one and driver three, between driver one and driver two, between driver one and driver seven, between driver four and driver five, between driver four and driver six, between driver four and driver seven, a fixed arm is fixed on the middle both sides of every rotary-cut axle one respectively, and the outer end of each fixed arm fixes a peeling knife respectively, the right back portion of driver three and right front portion export a rotary-cut axle two respectively, and it is first that the right-hand member of each rotary-cut axle two fixes a taper respectively, the left end of driver two exports a rotary-cut axle three, and the left end of rotary-cut axle three fixes a conical head two.
The present invention has following feature:
The present invention can manufacture the piling wall of H cement earth pile and the mutual V-arrangement grafting of H concrete pile, 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 view of the present invention;
Fig. 2 is reverse view of the present invention;
Fig. 3 is A-A direction view of Fig. 1;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is C-C direction view of Fig. 1;
Fig. 6 is the plugboard chart of multiple grafting stake.
In figure: 1, press rods, 2, motor, 3, driver one, 4, driver two, 5, driver three, 6, cross bar one, 7, armstand one, 8, rotary-cut axle one, 9, peeling knife, 10, armstand two, 11, armstand three, 12, drilling rod, 13, drill bit, 14, rotary-cut axle two, 15, taper is first, 16, armstand seven, 17, driver seven, 18, cross bar two, 19, armstand four, 20, armstand five, 21, armstand six, 22, driver four, 23, driver five, 24, driver six, 25, fixed arm, 26, cross bar three, 27, rotary-cut axle three, 28, conical head two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the cross bar 1 of this embodiment front portion, 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 press rods 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 2, the lower end of motor is fixed with driver 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with driver 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with driver 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 driver 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with driver 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 driver 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 driver 6 24, the lower end of driver one, driver two, driver three, driver four, driver five, driver six, driver seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, a rotary-cut axle 1 is respectively equipped with between driver one and driver three, between driver one and driver two, between driver one and driver seven, between driver four and driver five, between driver four and driver six, between driver four and driver seven, a fixed arm 25 is fixed on the middle both sides of every rotary-cut axle one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively, the right back portion of driver three and right front portion export a rotary-cut axle 2 14 respectively, and the right-hand member of each rotary-cut axle two fixes a taper first 15 respectively, the left end of driver two exports a rotary-cut axle three, and the left end of rotary-cut axle three fixes a conical head two.
Peeling knife on three rotary-cut axles one that driver one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Peeling knife on three rotary-cut axles one that driver four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The present invention manufactures the working method of cement-soil H stake: during work, slush pump injects cement paste respectively to each drill bit, motor drives driver seven to operate, driver seven operates respectively by the rotating drive driver one of former and later two rotary-cut axles one, driver four in operation process, the on-stream rotating drive driver two respectively by two the rotary-cut axles one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two the rotary-cut axles one in left and right of driver four, driver six operate; Driver three drives the rotary-cut axle two in right back portion and rotary-cut axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Driver two drives a rotary-cut axle three rotation of its left end in operation process; Driver one, driver two, driver three, driver four, driver five, driver six, driver seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs with cement paste by seven drill bits in rotation; Six rotary-cut axles one drive two fixed arms on each rotary-cut axle one to drive peeling knife around rotary-cut axle one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs with cement paste by peeling knife in rotation process, becomes H-shaped cement earth pile thus; Two rotary-cut axles two on driver three drive the first rotation of the taper on rotary-cut axle two respectively in rotation, taper is first stirs into recessed V-arrangement by the soil cutting of driver three right part and cement paste in rotation, rotary-cut axle three on driver two drives conical head two rotation on rotary-cut axle three in rotation, and the soil cutting of driver two left part and cement paste are stirred into convex V-arrangement by conical head two in rotation; The convex V-arrangement of left end and the recessed V-arrangement of right-hand member coincide; Press rods is compressed into process and is formed left front end band and have convex V-arrangement, right front ends with the H-shaped grafting stake of recessed V-arrangement downwards.
The present invention manufactures the working method of concrete H stake: during work, slush pump injects water under high pressure respectively to each drill bit, motor drives driver seven to operate, driver seven operates respectively by the rotating drive driver one of former and later two rotary-cut axles one, driver four in operation process, the on-stream rotating drive driver two respectively by two the rotary-cut axles one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two the rotary-cut axles one in left and right of driver four, driver six operate; Driver three drives the rotary-cut axle two in right back portion and rotary-cut axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Driver two drives a rotary-cut axle three rotation of its left end in operation process; Driver one, driver two, driver three, driver four, driver five, driver six, driver seven drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by seven drill bits in rotation; Six rotary-cut axles one drive two fixed arms on each rotary-cut axle one to drive peeling knife around rotary-cut axle one rotation respectively in rotation, and the part earth being less than bit diameter between every two drill bits cuts and stirs by peeling knife in rotation process; Two rotary-cut axles two on driver three drive the first rotation of the taper on rotary-cut axle two respectively in rotation, taper is first becomes recessed V-arrangement by the soil cutting of driver three right part in rotation, rotary-cut axle three on driver two drives conical head two rotation on rotary-cut axle three in rotation, and the soil cutting of driver two left part is become convex V-arrangement by conical head two in rotation; The convex V-arrangement of left end and the recessed V-arrangement of right-hand member coincide; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and press rods is compressed into process and formed left front end band and have convex V-arrangement, right front ends with the H-shaped hole of recessed V-arrangement downwards.
The working method that the present invention manufactures the piling wall of H-shaped cement earth pile and the grafting of H-shaped concrete pile mutual V-arrangement is as follows: first in the original position needing pile axis, bore with H stake the machine that stirs to bore according to above-mentioned H stake the working method that the machine that stirs manufactures cement earth pile and manufacture a cement-soil H-shaped grafting stake, on the right side of this H-shaped grafting stake, the distance of the H-shaped grafting stake in interval manufactures second cement-soil H-shaped grafting stake again, so manufacture one, multiple interval H-shaped grafting pilespacing from multiple cement-soil H-shaped grafting stakes, when the soil cement intensity of the H-shaped grafting stake on both sides reaches some strength, boring according to above-mentioned H stake the working method that the machine that stirs manufactures H-shaped hole and manufacture a H-shaped hole respectively in the spacing again between every two cement-soil H-shaped grafting stakes, concreting in this H-shaped hole, form concrete H-shaped grafting stake, the recessed V-arrangement of the concrete H-shaped grafting stake right front ends between every two cement-soil H-shaped grafting stakes is made to be fit to the convex V-arrangement of the left front end of the right cement-soil H-shaped grafting stake, the convex V-arrangement of the left front end of concrete H-shaped grafting stake between every two cement-soil H-shaped grafting stakes is fit to the recessed V-arrangement of left side cement-soil H-shaped grafting stake right front ends, formation cement-soil H-shaped like this grafting stake and concrete H-shaped grafting stake are spaced the piling wall of mutual V-arrangement grafting, for the gear soil of building foundation, antiseep.

Claims (1)

1. a V-arrangement grafting stake is bored and is stirred machine, 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 press rods 1, cross bar three middle lower portion is fixed with armstand 7 16, armstand seven lower end is fixed with motor 2, the lower end of motor is fixed with driver 7 17, the middle lower end of cross bar one is fixed with armstand 1, the lower end of armstand one is fixed with driver 1, the left end bottom of cross bar one is fixed with armstand 2 10, the lower end of armstand two is fixed with driver 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 driver 35, the middle lower end of cross bar two is fixed with armstand 4 19, the lower end of armstand four is fixed with driver 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 driver 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 driver 6 24, the lower end of driver one, driver two, driver three, driver four, driver five, driver six, driver seven is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13, a rotary-cut axle 1 is respectively equipped with between driver one and driver three, between driver one and driver two, between driver one and driver seven, between driver four and driver five, between driver four and driver six, between driver four and driver seven, a fixed arm 25 is fixed on the middle both sides of every rotary-cut axle one respectively, and the outer end of each fixed arm fixes a peeling knife 9 respectively, the right back portion of driver three and right front portion export a rotary-cut axle 2 14 respectively, and the right-hand member of each rotary-cut axle two fixes a taper first 15 respectively, the left end of driver two exports a rotary-cut axle three, and the left end of rotary-cut axle three fixes a conical head two,
It is characterized in that: bore the working method that the machine that stirs manufactures cement-soil H stake: during work, slush pump injects cement paste respectively to each drill bit, motor drives driver seven to operate, driver seven operates respectively by the rotating drive driver one of former and later two rotary-cut axles one, driver four in operation process, the on-stream rotating drive driver two respectively by two the rotary-cut axles one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two the rotary-cut axles one in left and right of driver four, driver six operate; Driver three drives the rotary-cut axle two in right back portion and rotary-cut axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Driver two drives a rotary-cut axle three rotation of its left end in operation process; Driver one, driver two, driver three, driver four, driver five, driver six, driver seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs with cement paste by seven drill bits in rotation; Six rotary-cut axles one drive two fixed arms on each rotary-cut axle one to drive peeling knife around rotary-cut axle one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs with cement paste by peeling knife in rotation process, becomes H-shaped cement earth pile thus; Two rotary-cut axles two on driver three drive the first rotation of the taper on rotary-cut axle two respectively in rotation, taper is first stirs into recessed V-arrangement by the soil cutting of driver three right part and cement paste in rotation, rotary-cut axle three on driver two drives conical head two rotation on rotary-cut axle three in rotation, and the soil cutting of driver two left part and cement paste are stirred into convex V-arrangement by conical head two in rotation; The convex V-arrangement of left end and the recessed V-arrangement of right-hand member coincide; Press rods is compressed into process and is formed left front end band and have convex V-arrangement, right front ends with the H-shaped grafting stake of recessed V-arrangement downwards;
Bore the working method that the machine that stirs manufactures concrete H stake: during work, slush pump injects water under high pressure respectively to each drill bit, motor drives driver seven to operate, driver seven operates respectively by the rotating drive driver one of former and later two rotary-cut axles one, driver four in operation process, the on-stream rotating drive driver two respectively by two the rotary-cut axles one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two the rotary-cut axles one in left and right of driver four, driver six operate; Driver three drives the rotary-cut axle two in right back portion and rotary-cut axle two synchronous axial system in opposite directions of right front portion respectively in operation process; Driver two drives a rotary-cut axle three rotation of its left end in operation process; Driver one, driver two, driver three, driver four, driver five, driver six, driver seven drive drill bit rotational respectively by the drilling rod of its lower end, and the soil cutting of its lower end stirs by seven drill bits in rotation; Six rotary-cut axles one drive two fixed arms on each rotary-cut axle one to drive peeling knife around rotary-cut axle one rotation respectively in rotation, and the part earth being less than bit diameter between every two drill bits cuts and stirs by peeling knife in rotation process; Two rotary-cut axles two on driver three drive the first rotation of the taper on rotary-cut axle two respectively in rotation, taper is first becomes recessed V-arrangement by the soil cutting of driver three right part in rotation, rotary-cut axle three on driver two drives conical head two rotation on rotary-cut axle three in rotation, and the soil cutting of driver two left part is become convex V-arrangement by conical head two in rotation; The convex V-arrangement of left end and the recessed V-arrangement of right-hand member coincide; The soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and press rods is compressed into process and formed left front end band and have convex V-arrangement, right front ends with the H-shaped hole of recessed V-arrangement downwards;
The working method of boring the piling wall stirring machine manufacture H-shaped cement earth pile and the grafting of H-shaped concrete pile mutual V-arrangement is as follows: first in the original position needing pile axis, bore with H stake the machine that stirs to bore according to above-mentioned H stake the working method that the machine that stirs manufactures cement earth pile and manufacture a cement-soil H-shaped grafting stake, on the right side of this H-shaped grafting stake, the distance of the H-shaped grafting stake in interval manufactures second cement-soil H-shaped grafting stake again, so manufacture one, multiple interval H-shaped grafting pilespacing from multiple cement-soil H-shaped grafting stakes, when the soil cement intensity of the H-shaped grafting stake on both sides reaches some strength, boring according to above-mentioned H stake the working method that the machine that stirs manufactures H-shaped hole and manufacture a H-shaped hole respectively in the spacing again between every two cement-soil H-shaped grafting stakes, concreting in this H-shaped hole, form concrete H-shaped grafting stake, the recessed V-arrangement of the concrete H-shaped grafting stake right front ends between every two cement-soil H-shaped grafting stakes is made to be fit to the convex V-arrangement of the left front end of the right cement-soil H-shaped grafting stake, the convex V-arrangement of the left front end of concrete H-shaped grafting stake between every two cement-soil H-shaped grafting stakes is fit to the recessed V-arrangement of left side cement-soil H-shaped grafting stake right front ends, formation cement-soil H-shaped like this grafting stake and concrete H-shaped grafting stake are spaced the piling wall of mutual V-arrangement grafting, for the gear soil of building foundation, antiseep.
CN201511012209.0A 2015-12-31 2015-12-31 V-shaped plugging pile drilling and mixing machine Pending CN105421377A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012209.0A CN105421377A (en) 2015-12-31 2015-12-31 V-shaped plugging pile drilling and mixing machine

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Application Number Priority Date Filing Date Title
CN201511012209.0A CN105421377A (en) 2015-12-31 2015-12-31 V-shaped plugging pile drilling and mixing machine

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Publication Number Publication Date
CN105421377A true CN105421377A (en) 2016-03-23

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10325138A (en) * 1997-05-26 1998-12-08 Kazuharu Fujito Method for constructing earth retaining wall and earth auger device
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment
CN105421434A (en) * 2015-12-31 2016-03-23 张永忠 V-shaped splicing pile drilling mixer
CN105625376A (en) * 2015-12-31 2016-06-01 张永忠 V-shaped splicing pile drilling and stirring machine

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10325138A (en) * 1997-05-26 1998-12-08 Kazuharu Fujito Method for constructing earth retaining wall and earth auger device
CN201962688U (en) * 2010-12-02 2011-09-07 中交四航局第一工程有限公司 Diaphram wall wharf pile foundation structure
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment
CN105421434A (en) * 2015-12-31 2016-03-23 张永忠 V-shaped splicing pile drilling mixer
CN105625376A (en) * 2015-12-31 2016-06-01 张永忠 V-shaped splicing pile drilling and stirring machine

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘古岷: "《桩工机械》", 31 May 2001 *

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