CN105544514A - Wedged insertion pile stirring drill - Google Patents

Wedged insertion pile stirring drill Download PDF

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Publication number
CN105544514A
CN105544514A CN201511012074.8A CN201511012074A CN105544514A CN 105544514 A CN105544514 A CN 105544514A CN 201511012074 A CN201511012074 A CN 201511012074A CN 105544514 A CN105544514 A CN 105544514A
Authority
CN
China
Prior art keywords
dynamic equipment
wedge shape
fixed
pillar
shaped
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
CN201511012074.8A
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Chinese (zh)
Inventor
卢兴耐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201511012074.8A priority Critical patent/CN105544514A/en
Publication of CN105544514A publication Critical patent/CN105544514A/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 wedged insertion pile stirring drill. An H-shaped hole with a convex wedge shape at the left front end and a concave wedge shape at the right front end is formed by a pressing rod in the downward pressing process; concrete is poured in the hole to form an H-shaped concrete insertion pile with a convex wedge shape at the left front end and a concave wedge shape at the right front end; an identical H-shaped insertion pile is produced by the same method by spacing a distance of one H-shaped insertion pile on the right side of the H-shaped insertion pile; H-shaped insertion piles are continuously produced by spacing a distance of one H-shaped pile, so that multiple H-shaped insertion piles spaced one H-shaped insertion pile apart from each other are produced; when the strength of concrete of the H-shaped insertion piles on two sides reaches a certain numerical value, H-shaped holes are formed in middle intervals by the method; and the concrete is poured in the holes to form H-shaped concrete insertion piles in mutual wedged insertion for soil retaining and leakage prevention of building foundations.

Description

The stake of wedge shape socket is bored and is stirred machine
Technical field
The present invention relates to a kind of boring and stir machine, the wedge shape socket stake particularly used in a kind of building foundation engineering is bored and is stirred machine.
Background technology
At present, the wedge shape socket stake used in building foundation engineering is bored and is stirred the H-shaped cement-soil socket piling wall that machine can only manufacture mutual wedge shape socket.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of wedge shape socket stake brill that can manufacture the H-shaped concrete pile of mutual wedge shape socket and stirs machine.
The present invention is achieved through the following technical solutions:
The stake of a kind of wedge shape socket is bored and is stirred machine, anterior transverse arm one, the transverse arm two at rear portion and the transverse arm three of centre are fixed together, form a H-shaped framework, transverse arm three middle upper portion is fixed with pressure rod, transverse arm three middle lower portion is fixed with pillar seven, pillar seven lower end is fixed with motor, the lower end of motor is fixed with dynamic equipment seven, the middle lower end of transverse arm one is fixed with pillar one, the lower end of pillar one is fixed with dynamic equipment one, the left end bottom of transverse arm one is fixed with pillar two, the lower end of pillar two is fixed with dynamic equipment two, the right-hand member bottom of transverse arm one is fixed with pillar three, the lower end of pillar three is fixed with dynamic equipment three, the middle lower end of transverse arm two is fixed with pillar four, the lower end of pillar four is fixed with dynamic equipment four, the left end bottom of transverse arm two is fixed with pillar five, the lower end of pillar five is fixed with dynamic equipment five, the right-hand member bottom of transverse arm two is fixed with pillar six, the lower end of pillar six is fixed with dynamic equipment six, the lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, dynamic equipment five, dynamic equipment six, dynamic equipment seven is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit, a line shaft one is respectively equipped with between dynamic equipment one and dynamic equipment three, between dynamic equipment one and dynamic equipment two, between dynamic equipment one and dynamic equipment seven, between dynamic equipment four and dynamic equipment five, between dynamic equipment four and dynamic equipment six, between dynamic equipment four and dynamic equipment seven, a fixed arm is fixed on the middle both sides of every line shaft one respectively, and the outer end of each fixed arm fixes a rotor respectively, the right back portion of dynamic equipment three and right front portion export a line shaft two respectively, and the right-hand member of each line shaft two fixes a wedge shape cutting knife one respectively, the left end of dynamic equipment two exports a line shaft three, and the left end of line shaft three fixes a wedge shape cutting knife two, the cross section of wedge shape cutting knife one is wedge shape, and the cross section of wedge shape cutting knife two is wedge shape.
The present invention has following feature:
The present invention can manufacture the H-shaped concrete pile wall of mutual wedge shape socket, 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 socket figure of multiple socket stake.
In figure: 1, pressure rod, 2, motor, 3, dynamic equipment one, 4, dynamic equipment two, 5, dynamic equipment three, 6, transverse arm one, 7, pillar one, 8, line shaft one, 9, rotor, 10, pillar two, 11, pillar three, 12, drilling rod, 13, drill bit, 14, line shaft two, 15, wedge shape cutting knife one, 16, pillar seven, 17, dynamic equipment seven, 18, transverse arm two, 19, pillar four, 20, pillar five, 21, pillar six, 22, dynamic equipment four, 23, dynamic equipment five, 24, dynamic equipment six, 25, fixed arm, 26, transverse arm three, 27, line shaft three, 28, wedge shape cutting knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, the transverse arm 1 of this embodiment front portion, the transverse arm 2 18 at rear portion and the transverse arm 3 26 of centre are fixed together, form a H-shaped framework, transverse arm three middle upper portion is fixed with pressure rod 1, transverse arm three middle lower portion is fixed with pillar 7 16, pillar seven lower end is fixed with motor 2, the lower end of motor is fixed with dynamic equipment 7 17, the middle lower end of transverse arm one is fixed with pillar 1, the lower end of pillar one is fixed with dynamic equipment 1, the left end bottom of transverse arm one is fixed with pillar 2 10, the lower end of pillar two is fixed with dynamic equipment 24, the right-hand member bottom of transverse arm one is fixed with pillar 3 11, the lower end of pillar three is fixed with dynamic equipment 35, the middle lower end of transverse arm two is fixed with pillar 4 19, the lower end of pillar four is fixed with dynamic equipment 4 22, the left end bottom of transverse arm two is fixed with pillar 5 20, the lower end of pillar five is fixed with dynamic equipment 5 23, the right-hand member bottom of transverse arm two is fixed with pillar 6 21, the lower end of pillar six is fixed with dynamic equipment 6 24, the lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, dynamic equipment five, dynamic equipment six, dynamic equipment 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 line shaft 1 is respectively equipped with between dynamic equipment one and dynamic equipment three, between dynamic equipment one and dynamic equipment two, between dynamic equipment one and dynamic equipment seven, between dynamic equipment four and dynamic equipment five, between dynamic equipment four and dynamic equipment six, between dynamic equipment four and dynamic equipment seven, a fixed arm 25 is fixed on the middle both sides of every line shaft one respectively, and the outer end of each fixed arm fixes a rotor 9 respectively, the right back portion of dynamic equipment three and right front portion export a line shaft 2 14 respectively, and the right-hand member of each line shaft two fixes a wedge shape cutting knife 1 respectively, the left end of dynamic equipment two exports a line shaft three, and the left end of line shaft three fixes a wedge shape cutting knife two, the cross section of wedge shape cutting knife one is wedge shape, and the cross section of wedge shape cutting knife two is wedge shape.
Rotor on three line shafts one that dynamic equipment one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Rotor on three line shafts one that dynamic equipment four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The present invention is also provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor drives dynamic equipment seven to operate, dynamic equipment seven operates respectively by the rotating drive dynamic equipment one of former and later two line shafts one, dynamic equipment four in operation process, the on-stream rotating drive dynamic equipment two respectively by two line shafts one in left and right of dynamic equipment one, dynamic equipment three operate, and the on-stream rotating drive dynamic equipment five respectively by two line shafts one in left and right of dynamic equipment four, dynamic equipment six operate, dynamic equipment three drives the line shaft two in right back portion and line shaft two synchronous axial system in opposite directions of right front portion respectively in operation process, dynamic equipment two drives a line shaft three rotation of its left end in operation process, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, dynamic equipment five, dynamic equipment six, dynamic equipment seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by seven drill bits in rotation, six line shafts one drive two fixed arms on each line shaft one to drive the rotation of rotor moving mechanical axis one respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by rotor in rotation process, mud flows out from hole, becomes H-shaped hole thus, two line shafts two on dynamic equipment three drive wedge shape cutting knife one rotation on line shaft two respectively in rotation, the soil cutting of dynamic equipment three right part is become socket wedge shape by wedge shape cutting knife one in rotation, line shaft three on dynamic equipment two drives wedge shape cutting knife two rotation on line shaft three in rotation, and the soil cutting of dynamic equipment two left part is become convex wedge shape by wedge shape cutting knife two in rotation, the convex wedge shape of left end and the socket wedge shape of right-hand member are coincide, along with constantly adding of water under high pressure, mud constantly flows out from hole, pressure rod is compressed into process and is formed left front end band and have convex wedge shape downwards, right front ends is with the H-shaped hole of socket wedge shape, concreting in this hole, left front end band have convex wedge shape, right front ends is with the H-shaped concrete socket stake of socket wedge shape, on the right of this H-shaped socket stake, the distance of interval H-shaped socket stake, with the H-shaped socket pile body that method manufacture same is above same above, continuous print is at interval of the distance of a H-shaped stake, manufacture the stake of a H-shaped socket, one, the multiple interval of manufacture like this H-shaped socket pilespacing from the stake of H-shaped socket, when concrete intensity Deng the H-shaped socket stake to both sides reaches certain numerical value, a H-shaped hole is manufactured again at the interval location place said method of centre, concreting in this hole, the H-shaped concrete socket stake of mutual wedge shape socket, for the gear soil of building foundation, antiseep.

Claims (1)

1. a wedge shape socket stake is bored and is stirred machine, anterior transverse arm 1, the transverse arm 2 18 at rear portion and the transverse arm 3 26 of centre are fixed together, form a H-shaped framework, transverse arm three middle upper portion is fixed with pressure rod 1, transverse arm three middle lower portion is fixed with pillar 7 16, pillar seven lower end is fixed with motor 2, the lower end of motor is fixed with dynamic equipment 7 17, the middle lower end of transverse arm one is fixed with pillar 1, the lower end of pillar one is fixed with dynamic equipment 1, the left end bottom of transverse arm one is fixed with pillar 2 10, the lower end of pillar two is fixed with dynamic equipment 24, the right-hand member bottom of transverse arm one is fixed with pillar 3 11, the lower end of pillar three is fixed with dynamic equipment 35, the middle lower end of transverse arm two is fixed with pillar 4 19, the lower end of pillar four is fixed with dynamic equipment 4 22, the left end bottom of transverse arm two is fixed with pillar 5 20, the lower end of pillar five is fixed with dynamic equipment 5 23, the right-hand member bottom of transverse arm two is fixed with pillar 6 21, the lower end of pillar six is fixed with dynamic equipment 6 24, the lower end of dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, dynamic equipment five, dynamic equipment six, dynamic equipment 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 line shaft 1 is respectively equipped with between dynamic equipment one and dynamic equipment three, between dynamic equipment one and dynamic equipment two, between dynamic equipment one and dynamic equipment seven, between dynamic equipment four and dynamic equipment five, between dynamic equipment four and dynamic equipment six, between dynamic equipment four and dynamic equipment seven, a fixed arm 25 is fixed on the middle both sides of every line shaft one respectively, and the outer end of each fixed arm fixes a rotor 9 respectively, the right back portion of dynamic equipment three and right front portion export a line shaft 2 14 respectively, and the right-hand member of each line shaft two fixes a wedge shape cutting knife 1 respectively, the left end of dynamic equipment two exports a line shaft three, and the left end of line shaft three fixes a wedge shape cutting knife two, the cross section of wedge shape cutting knife one is wedge shape, and the cross section of wedge shape cutting knife two is wedge shape, it is characterized in that: bore grouting pump when stirring machine work and respectively water under high pressure is injected to each drill bit, motor drives dynamic equipment seven to operate, dynamic equipment seven operates respectively by the rotating drive dynamic equipment one of former and later two line shafts one, dynamic equipment four in operation process, the on-stream rotating drive dynamic equipment two respectively by two line shafts one in left and right of dynamic equipment one, dynamic equipment three operate, and the on-stream rotating drive dynamic equipment five respectively by two line shafts one in left and right of dynamic equipment four, dynamic equipment six operate, dynamic equipment three drives the line shaft two in right back portion and line shaft two synchronous axial system in opposite directions of right front portion respectively in operation process, dynamic equipment two drives a line shaft three rotation of its left end in operation process, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four, dynamic equipment five, dynamic equipment six, dynamic equipment seven drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts and stirs into mud with water by seven drill bits in rotation, six line shafts one drive two fixed arms on each line shaft one to drive the rotation of rotor moving mechanical axis one respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by rotor in rotation process, mud flows out from hole, becomes H-shaped hole thus, two line shafts two on dynamic equipment three drive wedge shape cutting knife one rotation on line shaft two respectively in rotation, the soil cutting of dynamic equipment three right part is become socket wedge shape by wedge shape cutting knife one in rotation, line shaft three on dynamic equipment two drives wedge shape cutting knife two rotation on line shaft three in rotation, and the soil cutting of dynamic equipment two left part is become convex wedge shape by wedge shape cutting knife two in rotation, the convex wedge shape of left end and the socket wedge shape of right-hand member are coincide, along with constantly adding of water under high pressure, mud constantly flows out from hole, pressure rod is compressed into process and is formed left front end band and have convex wedge shape downwards, right front ends is with the H-shaped hole of socket wedge shape, concreting in this hole, left front end band have convex wedge shape, right front ends is with the H-shaped concrete socket stake of socket wedge shape, on the right of this H-shaped socket stake, the distance of interval H-shaped socket stake, with the H-shaped socket pile body that method manufacture same is above same above, continuous print is at interval of the distance of a H-shaped stake, manufacture the stake of a H-shaped socket, one, the multiple interval of manufacture like this H-shaped socket pilespacing from the stake of H-shaped socket, when concrete intensity Deng the H-shaped socket stake to both sides reaches certain numerical value, a H-shaped hole is manufactured again at the interval location place said method of centre, concreting in this hole, the H-shaped concrete socket stake of mutual wedge shape socket, for the gear soil of building foundation, antiseep.
CN201511012074.8A 2015-12-31 2015-12-31 Wedged insertion pile stirring drill Pending CN105544514A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012074.8A CN105544514A (en) 2015-12-31 2015-12-31 Wedged insertion pile stirring drill

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511012074.8A CN105544514A (en) 2015-12-31 2015-12-31 Wedged insertion pile stirring drill

Publications (1)

Publication Number Publication Date
CN105544514A true CN105544514A (en) 2016-05-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511012074.8A Pending CN105544514A (en) 2015-12-31 2015-12-31 Wedged insertion pile stirring drill

Country Status (1)

Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105484246A (en) * 2015-12-31 2016-04-13 宗超 Wedge-shaped inserting opening pile drill stirring machine
CN105625305A (en) * 2015-12-31 2016-06-01 卢兴耐 Wedge-shaped spigot pile drilling and stirring machine

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0699907B2 (en) * 1984-07-06 1994-12-07 バウアー シュペツィアルティーフバオ ゲーエムベーハー Vertical groove cutting machine
DE19950599A1 (en) * 1999-09-17 2001-03-22 Klemm Bohrtechnik Zweigniederl Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw
CN104863498A (en) * 2015-04-12 2015-08-26 朱艳菊 Kidney-shaped round hole drilling machine
CN104929107A (en) * 2015-06-30 2015-09-23 朱艳菊 Equi-width wall forming device
CN105019436A (en) * 2015-06-05 2015-11-04 刘玉燕 Molding device for wedge-shaped opening locking piles
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0699907B2 (en) * 1984-07-06 1994-12-07 バウアー シュペツィアルティーフバオ ゲーエムベーハー Vertical groove cutting machine
DE19950599A1 (en) * 1999-09-17 2001-03-22 Klemm Bohrtechnik Zweigniederl Drill for making holes for piles has drilling screw with cutter bit at end, hammer drill being mounted in hollow central tube of drilling screw which has air cushioning system to protect it against effect of drilling screw
CN104863498A (en) * 2015-04-12 2015-08-26 朱艳菊 Kidney-shaped round hole drilling machine
CN105019436A (en) * 2015-06-05 2015-11-04 刘玉燕 Molding device for wedge-shaped opening locking piles
CN104929107A (en) * 2015-06-30 2015-09-23 朱艳菊 Equi-width wall forming 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
CN105484246A (en) * 2015-12-31 2016-04-13 宗超 Wedge-shaped inserting opening pile drill stirring machine
CN105625305A (en) * 2015-12-31 2016-06-01 卢兴耐 Wedge-shaped spigot pile drilling and stirring machine

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SE01 Entry into force of request for substantive examination
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Application publication date: 20160504