CN105421360A - V-shaped plug-in pile stirring and drilling machine - Google Patents
V-shaped plug-in pile stirring and drilling machine Download PDFInfo
- Publication number
- CN105421360A CN105421360A CN201511012136.5A CN201511012136A CN105421360A CN 105421360 A CN105421360 A CN 105421360A CN 201511012136 A CN201511012136 A CN 201511012136A CN 105421360 A CN105421360 A CN 105421360A
- Authority
- CN
- China
- Prior art keywords
- driving
- driving box
- driving shaft
- rotation
- soil
- 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
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 28
- 238000003756 stirring Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 50
- 239000004568 cement Substances 0.000 claims abstract description 28
- 238000004519 manufacturing process Methods 0.000 claims abstract description 7
- 238000000034 method Methods 0.000 claims description 26
- 238000013019 agitation Methods 0.000 claims description 15
- 230000001360 synchronised effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
-
- 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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- 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
- E02D2200/165—Shapes polygonal
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a V-shaped plug-in pile stirring and drilling machine. Multiple cement soil plug-in piles by spacing with a plug-in pile are manufactured; when the cement soil strength of the plug-in piles at two sides reaches a certain strength, a hole is respectively formed in a gap between every two plug-in piles according to a working mode of manufacturing holes by the stirring and drilling machine; and concrete is cast in the holes to form the concrete plug-in piles, so that concave V-shaped ends of the concrete plug-in piles between every two cement soil plug-in piles are matched with convex V-shaped ends of the cement soil plug-in piles, convex V-shaped ends of the concrete plug-in piles between every two cement soil plug-in piles are matched with concave V-shaped ends of the cement soil plug-in piles, and a pile wall with radial arrangement and mutual plug-in of the cement soil plug-in piles and the concrete plug-in piles is formed for soil retaining and permeation prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of agitation driller, the V-arrangement eye-splice stake agitation driller particularly used in a kind of building foundation engineering.
Background technology
Soil-cement rig is, by the rotation of drill bit, soil cutting and cement paste are stirred pile, and at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, be not mutual socket cement-soil pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of V-arrangement eye-splice stake agitation driller that can manufacture cement soil pile and the mutual eye-splice of concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of V-arrangement eye-splice stake agitation driller, motor upper end is fixed in main drilling rod lower end, and driving box 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 armstand one, and the lower end of armstand one is fixed with driving box 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 armstand two, and the lower end of armstand two is fixed with driving box two; The lower end of driving box one, driving box two, driving box 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 driving shaft one between driving box three and driving box one, between driving box three and driving box two, a link arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm respectively; The right back of driving box two and right front export a driving shaft two respectively, and the right-hand member of each driving shaft two fixes a triangular knife one respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two.
The present invention has following feature:
The present invention can manufacture the piling wall of cement soil pile and the mutual eye-splice of concrete pile body, 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 A-A view of Fig. 1;
Fig. 3 is the eye-splice figure of multiple V-arrangement eye-splice stake.
In figure: 1, main drilling rod, 2, motor, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, driving shaft one, 9, beater arm, 10, armstand one, 11, armstand two, 12, point drilling rod, 13, drill bit, 14, driving shaft two, 15, triangular knife one, 16, link arm, 17, driving shaft three, 18, triangular knife two.
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 box 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 armstand 1, and the lower end of armstand one is fixed with driving box 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 armstand 2 11, and the lower end of armstand two is fixed with driving box 25; The lower end of driving box one, driving box two, driving box 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 driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a link arm 16 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm 9 respectively; The right back of driving box two and right front export a driving shaft 2 14 respectively, and the right-hand member of each driving shaft two fixes a triangular knife 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two; The cross section of triangular knife one is triangle, and the cross section of triangular knife two is triangle.
The present invention manufactures the working method of cement earth pile: during work, charge pump is to each drill bit grout injection respectively, motor drives driving box three to operate, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm around driving shaft one rotation respectively in rotation, the part earth and cement paste that are less than bit diameter between every two drill bits stir by beater arm in rotation process, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed V character end head by triangular knife one in rotation, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex V character end head by triangular knife two in rotation, the recessed V character end head of right part and the convex V character end head of left part match, main drilling rod is compressed into process and is formed left end with convex V character end head, right-hand member with the V-arrangement eye-splice stake of recessed V character end head downwards.
The present invention manufactures the working method of concrete pile: during work, charge pump pours into water under high pressure respectively to each drill bit, motor drives driving box three to operate, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by point drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm around driving shaft one rotation respectively in rotation, the part soil cutting being less than bit diameter between every two drill bits stirs by beater arm in rotation process, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, the soil cutting of the termination of right part is become recessed V character end head by triangular knife one in rotation, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, the soil cutting of the termination of left part is become convex V character end head by triangular knife two in rotation, the recessed V character end head of right part and the convex V character end head of left part match, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and main drilling rod is compressed into process and formed left end with convex V character end head, right-hand member with the hole body of recessed V character end head downwards.
The working method that the present invention manufactures the piling wall of cement earth pile and the mutual eye-splice of concrete pile is as follows: first in the original position needing pile axis, a cement-soil eye-splice stake is manufactured by the working method that agitation driller manufactures cement earth pile according to above-mentioned agitation driller, on the right side of this eye-splice stake, the distance of the eye-splice stake in interval manufactures second cement-soil eye-splice stake again, so manufacture one, multiple interval eye-splice pilespacing from multiple cement-soil eye-splice stakes, when the soil cement intensity of the eye-splice stake on both sides reaches some strength, the working method manufacturing hole body according to above-mentioned agitation driller in spacing again between every two cement-soil eye-splice stakes manufactures a hole body respectively, concreting in this hole body, form concrete interposing buckle pile, the recessed V character end head of the concrete interposing buckle pile between every two cement-soil eye-splice stakes is made to be fit to the convex V character end head of cement-soil eye-splice stake, the convex V character end head of the concrete interposing buckle pile between every two cement-soil eye-splice stakes is fit to the recessed V character end head of cement-soil eye-splice stake, formation cement-soil eye-splice stake like this and concrete interposing buckle pile are spaced the piling wall of mutual eye-splice, for the gear soil of building foundation, antiseep.
Claims (1)
1. a V-arrangement eye-splice stake agitation driller, motor 2 upper end is fixed in main drilling rod 1 lower end, and driving box 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 armstand 1, and the lower end of armstand one is fixed with driving box 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 armstand 2 11, and the lower end of armstand two is fixed with driving box 25; The lower end of driving box one, driving box two, driving box 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 driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a link arm 16 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each link arm fixes a beater arm 9 respectively; The right back of driving box two and right front export a driving shaft 2 14 respectively, and the right-hand member of each driving shaft two fixes a triangular knife 1 respectively; The left end of driving box one exports a driving shaft three, and the left end of driving shaft three fixes a triangular knife two; The cross section of triangular knife one is triangle, and the cross section of triangular knife two is triangle;
It is characterized in that: agitation driller manufactures the working method of cement earth pile: during work, charge pump is to each drill bit grout injection respectively, motor drives driving box three to operate, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by point drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm around driving shaft one rotation respectively in rotation, the part earth and cement paste that are less than bit diameter between every two drill bits stir by beater arm in rotation process, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed V character end head by triangular knife one in rotation, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, the soil body of the termination of left part and cement paste are stirred into convex V character end head by triangular knife two in rotation, the recessed V character end head of right part and the convex V character end head of left part match, main drilling rod is compressed into process and is formed left end with convex V character end head, right-hand member with the V-arrangement eye-splice stake of recessed V character end head downwards,
Agitation driller manufactures the working method of concrete pile: during work, charge pump pours into water under high pressure respectively to each drill bit, motor drives driving box three to operate, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, the on-stream driving driving shaft three of driving box one rotates, driving box one, driving box two, driving box three drive drill bit rotational respectively by point drilling rod of its lower end, and the soil cutting of its lower end stirs by three drill bits in rotation, two driving shafts one drive two link arms on each driving shaft one to drive beater arm around driving shaft one rotation respectively in rotation, the part soil cutting being less than bit diameter between every two drill bits stirs by beater arm in rotation process, two driving shafts two drive triangular knife one rotation on driving shaft two respectively in rotation, the soil cutting of the termination of right part is become recessed V character end head by triangular knife one in rotation, driving shaft three drives triangular knife two rotation on driving shaft three in rotation, the soil cutting of the termination of left part is become convex V character end head by triangular knife two in rotation, the recessed V character end head of right part and the convex V character end head of left part match, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and main drilling rod is compressed into process and formed left end with convex V character end head, right-hand member with the hole body of recessed V character end head downwards,
Agitation driller manufactures the working method of the piling wall of cement earth pile and the mutual eye-splice of concrete pile: first in the original position needing pile axis, a cement-soil eye-splice stake is manufactured by the working method that agitation driller manufactures cement earth pile according to above-mentioned agitation driller, on the right side of this eye-splice stake, the distance of the eye-splice stake in interval manufactures second cement-soil eye-splice stake again, so manufacture one, multiple interval eye-splice pilespacing from multiple cement-soil eye-splice stakes, when the soil cement intensity of the eye-splice stake on both sides reaches some strength, the working method manufacturing hole body according to above-mentioned agitation driller in spacing again between every two cement-soil eye-splice stakes manufactures a hole body respectively, concreting in this hole body, form concrete interposing buckle pile, the recessed V character end head of the concrete interposing buckle pile between every two cement-soil eye-splice stakes is made to be fit to the convex V character end head of cement-soil eye-splice stake, the convex V character end head of the concrete interposing buckle pile between every two cement-soil eye-splice stakes is fit to the recessed V character end head of cement-soil eye-splice stake, formation cement-soil eye-splice stake like this and concrete interposing buckle pile are spaced the piling wall of mutual eye-splice, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012136.5A CN105421360A (en) | 2015-12-31 | 2015-12-31 | V-shaped plug-in pile stirring and drilling machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012136.5A CN105421360A (en) | 2015-12-31 | 2015-12-31 | V-shaped plug-in pile stirring and drilling machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421360A true CN105421360A (en) | 2016-03-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012136.5A Pending CN105421360A (en) | 2015-12-31 | 2015-12-31 | V-shaped plug-in pile stirring and drilling machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421360A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366503A (en) * | 2016-05-13 | 2017-11-21 | 周兆弟 | A kind of underlying drill rod assemblies of power |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2611676A1 (en) * | 1976-03-19 | 1977-09-29 | Paul Schmidt | METHOD AND DEVICE FOR DRILLING GROUND HOLES FOR SOUND ANCHORS |
| NL8200879A (en) * | 1982-03-10 | 1983-10-03 | Inst Gornogo Dela Sibirskogo O | JOGGING AIR TOOLS. |
| CN105002900A (en) * | 2015-08-09 | 2015-10-28 | 宋姝娴 | V-shaped pile forming machine |
| CN105133591A (en) * | 2015-08-09 | 2015-12-09 | 刘玉秋 | Device for manufacturing double-V-end pile |
| CN105133583A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Using method for socket pile molding device |
-
2015
- 2015-12-31 CN CN201511012136.5A patent/CN105421360A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2611676A1 (en) * | 1976-03-19 | 1977-09-29 | Paul Schmidt | METHOD AND DEVICE FOR DRILLING GROUND HOLES FOR SOUND ANCHORS |
| NL8200879A (en) * | 1982-03-10 | 1983-10-03 | Inst Gornogo Dela Sibirskogo O | JOGGING AIR TOOLS. |
| CN105002900A (en) * | 2015-08-09 | 2015-10-28 | 宋姝娴 | V-shaped pile forming machine |
| CN105133591A (en) * | 2015-08-09 | 2015-12-09 | 刘玉秋 | Device for manufacturing double-V-end pile |
| CN105133583A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Using method for socket pile molding device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366503A (en) * | 2016-05-13 | 2017-11-21 | 周兆弟 | A kind of underlying drill rod assemblies of power |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160323 |
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| RJ01 | Rejection of invention patent application after publication |