CN105484256A - Wedge-shaped connector pile drill stirring machine - Google Patents

Wedge-shaped connector pile drill stirring machine Download PDF

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Publication number
CN105484256A
CN105484256A CN201511035731.0A CN201511035731A CN105484256A CN 105484256 A CN105484256 A CN 105484256A CN 201511035731 A CN201511035731 A CN 201511035731A CN 105484256 A CN105484256 A CN 105484256A
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CN
China
Prior art keywords
driver
fixed
shaped
wedge shape
turning cylinder
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
CN201511035731.0A
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Chinese (zh)
Inventor
宗琪
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
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201511035731.0A priority Critical patent/CN105484256A/en
Publication of CN105484256A publication Critical patent/CN105484256A/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

Abstract

The invention relates to a wedge-shaped connector pile drill stirring machine. An H-shaped hole with two convex wedge shapes at the left end and two concave wedge shapes at the right end is formed in the downward pressing process of a pressurization rod, concrete is poured in the hole, and an H-shaped concrete pile with two convex wedge shapes at the left end and two concave wedge shapes at the right end is formed. An H-shaped pile the same as the H-shaped concrete pile is manufactured at the right side of the H-shaped pile by the distance of one H-shaped hole through the same method. An H-shaped pile is manufactured continuously every the distance of one H-shaped hole. A plurality of H-shaped piles spaced by the distance of one H-shaped hole are manufactured in the same way, when the strength of concrete of the H-shaped piles on the two sides reaches a certain value, H-shaped holes are manufactured in the middle spaced positions through the method, concrete is poured in the holes, and H-shaped concrete connector piles in a wedge-shaped connector manner are formed. The drill stirring machine is used for soil retaining and leakage preventing of building foundations.

Description

Wedge joint stake is bored and is stirred machine
Technical field
The present invention relates to a kind of boring and stir machine, the wedge joint stake particularly used in a kind of building foundation engineering is bored and is stirred machine.
Background technology
At present, the wedge joint stake used in building foundation engineering is bored and is stirred the H cement-soil joint piling wall that machine can only manufacture mutual wedge joint.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of wedge joint stake brill that can manufacture the H concrete pile of mutual wedge joint and stirs machine.
The present invention is achieved through the following technical solutions:
A kind of wedge joint stake 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 column seven, column seven lower end is fixed with motor, the lower end of motor is fixed with driver seven, the middle lower end of transverse arm one is fixed with column one, the lower end of column one is fixed with driver one, the left end bottom of transverse arm one is fixed with column two, the lower end of column two is fixed with driver two, the right-hand member bottom of transverse arm one is fixed with column three, the lower end of column three is fixed with driver three, the middle lower end of transverse arm two is fixed with column four, the lower end of column four is fixed with driver four, the left end bottom of transverse arm two is fixed with column five, the lower end of column five is fixed with driver five, the right-hand member bottom of transverse arm two is fixed with column six, the lower end of column 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 turning cylinder 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 turning cylinder one respectively, and the outer end of each fixed arm fixes an arm cutter respectively, the right back portion of driver three and right front portion export a turning cylinder two respectively, and the right back portion of driver six and right front portion also export a turning cylinder two respectively, and the right-hand member of each turning cylinder two fixes a wedge shape cutter one respectively, the left end of driver two and the left end of driver five export a turning cylinder three respectively, and the left end of each turning cylinder three fixes a wedge shape cutter two respectively, the cross section of wedge shape cutter one is wedge shape, and the cross section of wedge shape cutter two is wedge shape.
The present invention has following feature:
The present invention can manufacture the H-shaped concrete pile wall of mutual wedge joint, 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 the A-A direction view of Fig. 1;
Fig. 4 is the B-B view of Fig. 1;
Fig. 5 is the C-C direction view of Fig. 1;
Fig. 6 is the joint figure of multiple joint stake.
In figure: 1, pressure rod, 2, motor, 3, driver one, 4, driver two, 5, driver three, 6, transverse arm one, 7, column one, 8, turning cylinder one, 9, arm cutter, 10, column two, 11, column three, 12, drilling rod, 13, drill bit, 14, turning cylinder two, 15, wedge shape cutter one, 16, column seven, 17, driver seven, 18, transverse arm two, 19, column four, 20, column five, 21, column six, 22, driver four, 23, driver five, 24, driver six, 25, fixed arm, 26, transverse arm three, 27, turning cylinder three, 28, wedge shape cutter 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 column 7 16, column seven lower end is fixed with motor 2, the lower end of motor is fixed with driver 7 17, the middle lower end of transverse arm one is fixed with column 1, the lower end of column one is fixed with driver 1, the left end bottom of transverse arm one is fixed with column 2 10, the lower end of column two is fixed with driver 24, the right-hand member bottom of transverse arm one is fixed with column 3 11, the lower end of column three is fixed with driver 35, the middle lower end of transverse arm two is fixed with column 4 19, the lower end of column four is fixed with driver 4 22, the left end bottom of transverse arm two is fixed with column 5 20, the lower end of column five is fixed with driver 5 23, the right-hand member bottom of transverse arm two is fixed with column 6 21, the lower end of column 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 turning cylinder 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 turning cylinder one respectively, and the outer end of each fixed arm fixes an arm cutter 9 respectively, the right back portion of driver three and right front portion export a turning cylinder 2 14 respectively, and the right back portion of driver six and right front portion also export a turning cylinder two respectively, and the right-hand member of each turning cylinder two fixes a wedge shape cutter 1 respectively, the left end of driver two and the left end of driver five export a turning cylinder three respectively, and the left end of each turning cylinder three fixes a wedge shape cutter two respectively, the cross section of wedge shape cutter one is wedge shape, and the cross section of wedge shape cutter two is wedge shape.
Arm cutter on three turning cylinders one that driver one exports differs certain angle in rotation, is independent of each other mutually in rotation.
Arm cutter on three turning cylinders one that driver four exports differs certain angle in rotation, is independent of each other mutually in rotation.
The present invention is also provided with slush pump, 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 turning cylinders one, driver four in operation process, the on-stream rotating drive driver two respectively by two turning cylinders one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two turning cylinders one in left and right of driver four, driver six operate, driver three drives the turning cylinder two in right back portion and turning cylinder two synchronous axial system in opposite directions of right front portion respectively in operation process, and driver six drives the turning cylinder two in right back portion and turning cylinder two synchronous axial system in opposite directions of right front portion respectively in operation process, driver two, driver five drive a turning cylinder three synchronous axial system in opposite directions of its left end respectively 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 into mud with water by seven drill bits in rotation, six turning cylinders one drive two fixed arm band swing arm cuttves on each turning cylinder one to rotate moving axis one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by arm cutter in rotation process, mud flows out from hole, becomes H-shaped hole thus, two turning cylinders two on driver three drive wedge shape cutter one rotation on turning cylinder two respectively in rotation, the soil cutting of driver three right part is become socket wedge shape by wedge shape cutter one in rotation, turning cylinder three on driver two drives wedge shape cutter two rotation on turning cylinder three in rotation, and the soil cutting of driver two left part is become convex wedge shape by wedge shape cutter two in rotation, two turning cylinders two on driver six drive wedge shape cutter one rotation on turning cylinder two respectively in rotation, the soil cutting of driver six right part is become socket wedge shape by wedge shape cutter one in rotation, turning cylinder three on driver five drives wedge shape cutter two rotation on turning cylinder three in rotation, and the soil cutting of driver five left part is become convex wedge shape by wedge shape cutter 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 end with two convex wedge shapes downwards, right-hand member is with the H-shaped hole of two socket wedge shapes, concreting in this hole, left end with two convex wedge shapes, right-hand member is with the H-shaped concrete pile of two socket wedge shapes, on the right of this H-shaped stake, the distance in a H-shaped hole, interval, with the H-shaped pile body that method manufacture same is above same above, continuous print is at interval of the distance in a H-shaped hole, manufacture a H-shaped stake, manufacture like this one, multiple interval H-shaped pitch-row from H-shaped stake, when concrete intensity Deng the H-shaped 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 joint stake of mutual wedge joint, for the gear soil of building foundation, antiseep.

Claims (1)

1. a wedge joint 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 column 7 16, column seven lower end is fixed with motor 2, the lower end of motor is fixed with driver 7 17, the middle lower end of transverse arm one is fixed with column 1, the lower end of column one is fixed with driver 1, the left end bottom of transverse arm one is fixed with column 2 10, the lower end of column two is fixed with driver 24, the right-hand member bottom of transverse arm one is fixed with column 3 11, the lower end of column three is fixed with driver 35, the middle lower end of transverse arm two is fixed with column 4 19, the lower end of column four is fixed with driver 4 22, the left end bottom of transverse arm two is fixed with column 5 20, the lower end of column five is fixed with driver 5 23, the right-hand member bottom of transverse arm two is fixed with column 6 21, the lower end of column 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 turning cylinder 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 turning cylinder one respectively, and the outer end of each fixed arm fixes an arm cutter 9 respectively, the right back portion of driver three and right front portion export a turning cylinder 2 14 respectively, and the right back portion of driver six and right front portion also export a turning cylinder two respectively, and the right-hand member of each turning cylinder two fixes a wedge shape cutter 1 respectively, the left end of driver two and the left end of driver five export a turning cylinder three respectively, and the left end of each turning cylinder three fixes a wedge shape cutter two respectively, the cross section of wedge shape cutter one is wedge shape, and the cross section of wedge shape cutter two is wedge shape, it is characterized in that: bore slush pump when stirring machine work and respectively water under high pressure is injected 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 turning cylinders one, driver four in operation process, the on-stream rotating drive driver two respectively by two turning cylinders one in left and right of driver one, driver three operate, and the on-stream rotating drive driver five respectively by two turning cylinders one in left and right of driver four, driver six operate, driver three drives the turning cylinder two in right back portion and turning cylinder two synchronous axial system in opposite directions of right front portion respectively in operation process, and driver six drives the turning cylinder two in right back portion and turning cylinder two synchronous axial system in opposite directions of right front portion respectively in operation process, driver two, driver five drive a turning cylinder three synchronous axial system in opposite directions of its left end respectively 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 into mud with water by seven drill bits in rotation, six turning cylinders one drive two fixed arm band swing arm cuttves on each turning cylinder one to rotate moving axis one rotation respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts and stirs into mud with water by arm cutter in rotation process, mud flows out from hole, becomes H-shaped hole thus, two turning cylinders two on driver three drive wedge shape cutter one rotation on turning cylinder two respectively in rotation, the soil cutting of driver three right part is become socket wedge shape by wedge shape cutter one in rotation, turning cylinder three on driver two drives wedge shape cutter two rotation on turning cylinder three in rotation, and the soil cutting of driver two left part is become convex wedge shape by wedge shape cutter two in rotation, two turning cylinders two on driver six drive wedge shape cutter one rotation on turning cylinder two respectively in rotation, the soil cutting of driver six right part is become socket wedge shape by wedge shape cutter one in rotation, turning cylinder three on driver five drives wedge shape cutter two rotation on turning cylinder three in rotation, and the soil cutting of driver five left part is become convex wedge shape by wedge shape cutter 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 end with two convex wedge shapes downwards, right-hand member is with the H-shaped hole of two socket wedge shapes, concreting in this hole, left end with two convex wedge shapes, right-hand member is with the H-shaped concrete pile of two socket wedge shapes, on the right of this H-shaped stake, the distance in a H-shaped hole, interval, with the H-shaped pile body that method manufacture same is above same above, continuous print is at interval of the distance in a H-shaped hole, manufacture a H-shaped stake, manufacture like this one, multiple interval H-shaped pitch-row from H-shaped stake, when concrete intensity Deng the H-shaped 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 joint stake of mutual wedge joint, for the gear soil of building foundation, antiseep.
CN201511035731.0A 2015-12-31 2015-12-31 Wedge-shaped connector pile drill stirring machine Pending CN105484256A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511035731.0A CN105484256A (en) 2015-12-31 2015-12-31 Wedge-shaped connector pile drill stirring machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511035731.0A CN105484256A (en) 2015-12-31 2015-12-31 Wedge-shaped connector pile drill stirring machine

Publications (1)

Publication Number Publication Date
CN105484256A true CN105484256A (en) 2016-04-13

Family

ID=55671502

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201511035731.0A Pending CN105484256A (en) 2015-12-31 2015-12-31 Wedge-shaped connector pile drill stirring machine

Country Status (1)

Country Link
CN (1) CN105484256A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1110749A (en) * 1993-09-10 1995-10-25 万泽仁 Box type foundation pile drilling machine
JPH07317054A (en) * 1994-05-24 1995-12-05 Takenaka Doboku Co Ltd Multiple spindle mixing treater for improving foundation
CN104727314A (en) * 2015-04-12 2015-06-24 张永忠 Rectangular stirring drilling machine
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1110749A (en) * 1993-09-10 1995-10-25 万泽仁 Box type foundation pile drilling machine
JPH07317054A (en) * 1994-05-24 1995-12-05 Takenaka Doboku Co Ltd Multiple spindle mixing treater for improving foundation
CN104727314A (en) * 2015-04-12 2015-06-24 张永忠 Rectangular stirring drilling machine
CN105178296A (en) * 2015-08-09 2015-12-23 朱艳菊 H-shaped mixing pile equipment

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘明维主编: "《桩基工程》", 28 February 2015, 中国水利水电出版社 *
王靖涛: "《桩基应力波检测理论及工程应用》", 31 May 1999, 地震出版社 *

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Application publication date: 20160413

RJ01 Rejection of invention patent application after publication