CN105464082A - Connection pile mixing drill machine - Google Patents
Connection pile mixing drill machine Download PDFInfo
- Publication number
- CN105464082A CN105464082A CN201511035086.2A CN201511035086A CN105464082A CN 105464082 A CN105464082 A CN 105464082A CN 201511035086 A CN201511035086 A CN 201511035086A CN 105464082 A CN105464082 A CN 105464082A
- Authority
- CN
- China
- Prior art keywords
- driving headstock
- turning cylinder
- interface
- fixed
- connection
- 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- Withdrawn
Links
- 238000000034 method Methods 0.000 claims abstract description 14
- 238000005553 drilling Methods 0.000 claims description 21
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 238000013019 agitation Methods 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000011440 grout Substances 0.000 claims description 3
- 230000001360 synchronised effect Effects 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1607—Shapes round, e.g. circle
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a connection pile mixing drill machine. In a downward pressing process, a main drill pipe forms a hole body with a convex circular end head at the left end and a concave circular end head at the right end, and concrete is poured into the hole, so that a connection pile with the convex circular end head at the left end and the concave circular end head at the right end is formed; at the right side of the connection pile, the same connection pile body is manufactured by spacing apart a distance of one connection pile, one connection pile is continuously manufactured by spacing apart the distance of one connection pile, so that a plurality of connection piles which are spaced part the distance of one connection pile are manufactured; when strength of concrete of the connection piles at the two sides reaches certain value, another hole body is manufactured at a middle spacing position through the method, and the concrete is poured into the corresponding hole, so that a plurality of connection piles which are in mutual semicircular connection are formed; and the connection piles are used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates to a kind of agitation driller, the interface stake agitation driller particularly used in a kind of building foundation engineering.
Background technology
At present, the interface stake agitation driller used in building foundation engineering can only manufacture the cement-soil pile of mutual interface.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of interface stake agitation driller that can manufacture the mutual interface of concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of interface stake agitation driller, motor upper end is fixed in main drilling rod lower end, and driving 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 column one, and the lower end of column one is fixed with driving 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 column two, and the lower end of column two is fixed with driving headstock two; The lower end of driving headstock one, driving headstock two, driving headstock three is respectively equipped with a point of drilling rod, and the lower end of each point of drilling rod is respectively equipped with a drill bit; Be respectively equipped with a turning cylinder one between driving headstock three and driving headstock one, between driving headstock three and driving headstock two, a link arm is fixed on the middle both sides of every turning cylinder one respectively, and the outer end of each link arm fixes a beater arm respectively; The right back of driving headstock two and right front export a turning cylinder two respectively, and the right-hand member of each turning cylinder two fixes a concave arc cutter respectively; The left end of driving headstock one exports a turning cylinder three, and the left end of turning cylinder three fixes a dome arc cutter.
The present invention has following feature:
The present invention can manufacture the concrete interface pile body of multiple mutual semicircle interface, 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 elevation of the present invention;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is the interface schema of multiple interface stake.
In figure: 1, main drilling rod, 2, motor, 3, driving headstock three, 4, driving headstock one, 5, driving headstock two, 6, transverse arm one, 7, transverse arm two, 8, turning cylinder one, 9, beater arm, 10, column one, 11, column two, 12, point drilling rod, 13, drill bit, 14, turning cylinder two, 15, concave arc cutter, 16, link arm, 17, turning cylinder three, 18, dome arc cutter.
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 driving 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 column 1, and the lower end of column one is fixed with driving 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 column 2 11, and the lower end of column two is fixed with driving headstock 25; The lower end of driving headstock one, driving headstock two, driving headstock three is respectively equipped with a point of drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a turning cylinder 1 between driving headstock three and driving headstock one, between driving headstock three and driving headstock two, a link arm 16 is fixed on the middle both sides of every turning cylinder one respectively, and the outer end of each link arm fixes a beater arm 9 respectively; The right back of driving headstock two and right front export a turning cylinder 2 14 respectively, and the right-hand member of each turning cylinder two fixes a concave arc cutter 15 respectively; The left end of driving headstock one exports a turning cylinder three, and the left end of turning cylinder three fixes a dome arc cutter.
The present invention is also provided with grout pump, during work, grout pump pours into water under high pressure respectively to each drill bit, motor drives driving headstock three to operate, driving headstock three is operated by the rotating drive driving headstock one of turning cylinder one, driving headstock two in operation process, and driving headstock two drives the relative synchronous axial system of turning cylinder two of the turning cylinder two of right back and right front respectively in operation process, the on-stream driving turning cylinder three of driving headstock one rotates, driving headstock one, driving headstock two, driving headstock three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end and water are stirred into mud by three drill bits in rotation, two turning cylinders one drive two link arms on each turning cylinder one to drive beater arms to rotate moving axis one rotation respectively in rotation, the part earth and water that are less than bit diameter between every two drill bits are stirred into mud by beater arm in rotation process, two turning cylinders two drive the concave arc swivel on turning cylinder two to move respectively in rotation, the soil cutting of the termination of right part is become recessed rounded head by concave arc cutter in rotation, turning cylinder three drives the dome arc swivel on turning cylinder three to move in rotation, the soil cutting of the termination of left part is become dome termination by dome arc cutter in rotation, the recessed rounded head of right part and the dome termination of left part match, along with constantly adding of water under high pressure, mud constantly flows out from hole, main drilling rod is compressed into process and is formed a left end with dome termination downwards, right-hand member is with the hole body of recessed rounded head, concreting in this hole, left end with dome termination, right-hand member is with the interface stake of recessed rounded head, on the right of this interface stake, the distance of the interface stake in interval, with the interface pile body that method manufacture same is above same above, continuous print is at interval of the distance of an interface stake, manufacture an interface stake, manufacture like this one, multiple interval interface pilespacing from interface stake, when concrete intensity Deng the interface stake to both sides reaches certain value, a hole body is manufactured again at the interval location place said method of centre, concreting in this hole body, the interface stake of multiple mutual semicircle interface, for the gear soil of building foundation, antiseep.
Claims (1)
1. an interface stake agitation driller, motor 2 upper end is fixed in main drilling rod 1 lower end, and driving 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 column 1, and the lower end of column one is fixed with driving 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 column 2 11, and the lower end of column two is fixed with driving headstock 25, the lower end of driving headstock one, driving headstock two, driving headstock three is respectively equipped with a point of drilling rod 12, and the lower end of each point of drilling rod is respectively equipped with a drill bit 13, be respectively equipped with a turning cylinder 1 between driving headstock three and driving headstock one, between driving headstock three and driving headstock two, a link arm 16 is fixed on the middle both sides of every turning cylinder one respectively, and the outer end of each link arm fixes a beater arm 9 respectively, the right back of driving headstock two and right front export a turning cylinder 2 14 respectively, and the right-hand member of each turning cylinder two fixes a concave arc cutter 15 respectively, the left end of driving headstock one exports a turning cylinder three, and the left end of turning cylinder three fixes a dome arc cutter, it is characterized in that: during agitation driller work, grout pump pours into water under high pressure respectively to each drill bit, motor drives driving headstock three to operate, driving headstock three is operated by the rotating drive driving headstock one of turning cylinder one, driving headstock two in operation process, and driving headstock two drives the relative synchronous axial system of turning cylinder two of the turning cylinder two of right back and right front respectively in operation process, the on-stream driving turning cylinder three of driving headstock one rotates, driving headstock one, driving headstock two, driving headstock three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end and water are stirred into mud by three drill bits in rotation, two turning cylinders one drive two link arms on each turning cylinder one to drive beater arms to rotate moving axis one rotation respectively in rotation, the part earth and water that are less than bit diameter between every two drill bits are stirred into mud by beater arm in rotation process, two turning cylinders two drive the concave arc swivel on turning cylinder two to move respectively in rotation, the soil cutting of the termination of right part is become recessed rounded head by concave arc cutter in rotation, turning cylinder three drives the dome arc swivel on turning cylinder three to move in rotation, the soil cutting of the termination of left part is become dome termination by dome arc cutter in rotation, the recessed rounded head of right part and the dome termination of left part match, along with constantly adding of water under high pressure, mud constantly flows out from hole, main drilling rod is compressed into process and is formed a left end with dome termination downwards, right-hand member is with the hole body of recessed rounded head, concreting in this hole, left end with dome termination, right-hand member is with the interface stake of recessed rounded head, on the right of this interface stake, the distance of the interface stake in interval, with the interface pile body that method manufacture same is above same above, continuous print is at interval of the distance of an interface stake, manufacture an interface stake, manufacture like this one, multiple interval interface pilespacing from interface stake, when concrete intensity Deng the interface stake to both sides reaches certain value, a hole body is manufactured again at the interval location place said method of centre, concreting in this hole body, the interface stake of multiple mutual semicircle interface, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035086.2A CN105464082A (en) | 2015-12-31 | 2015-12-31 | Connection pile mixing drill machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511035086.2A CN105464082A (en) | 2015-12-31 | 2015-12-31 | Connection pile mixing drill machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105464082A true CN105464082A (en) | 2016-04-06 |
Family
ID=55602201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511035086.2A Withdrawn CN105464082A (en) | 2015-12-31 | 2015-12-31 | Connection pile mixing drill machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105464082A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07317054A (en) * | 1994-05-24 | 1995-12-05 | Takenaka Doboku Co Ltd | Multiple spindle mixing treater for improving foundation |
| CN104164868A (en) * | 2014-07-10 | 2014-11-26 | 大连大金马基础建设有限公司 | Concave-convex support-engaged water-stopping pile |
| CN104612140A (en) * | 2015-02-28 | 2015-05-13 | 张永忠 | n-shaped cement pile wall machine |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105019445A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Semicircular connector pile forming machine |
| CN105421365A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Stirring drilling machine for connection piles |
| CN105464083A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Connection pile mixing drill machine |
-
2015
- 2015-12-31 CN CN201511035086.2A patent/CN105464082A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07317054A (en) * | 1994-05-24 | 1995-12-05 | Takenaka Doboku Co Ltd | Multiple spindle mixing treater for improving foundation |
| CN104164868A (en) * | 2014-07-10 | 2014-11-26 | 大连大金马基础建设有限公司 | Concave-convex support-engaged water-stopping pile |
| CN104612140A (en) * | 2015-02-28 | 2015-05-13 | 张永忠 | n-shaped cement pile wall machine |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105019445A (en) * | 2015-08-09 | 2015-11-04 | 朱艳菊 | Semicircular connector pile forming machine |
| CN105421365A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Stirring drilling machine for connection piles |
| CN105464083A (en) * | 2015-12-31 | 2016-04-06 | 吕文娥 | Connection pile mixing drill machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160406 |
|
| WW01 | Invention patent application withdrawn after publication |