CN105625304A - Wedge-shaped plug L pile forming machine - Google Patents
Wedge-shaped plug L pile forming machine Download PDFInfo
- Publication number
- CN105625304A CN105625304A CN201511012073.3A CN201511012073A CN105625304A CN 105625304 A CN105625304 A CN 105625304A CN 201511012073 A CN201511012073 A CN 201511012073A CN 105625304 A CN105625304 A CN 105625304A
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- CN
- China
- Prior art keywords
- power shaft
- dynamic equipment
- plug
- fixed
- rotation
- 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- Withdrawn
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Classifications
-
- 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Abstract
The invention relates to a wedge-shaped plug L pile forming machine, wherein a main rod forms an L-shaped plug pile with a concave wedge-shaped head at the left end and a convex wedge-shaped head at the right end during downward pressing, and a second L-shaped plug pile is further manufactured at the left side of the existing L-shaped plug pile, at the interval of one plug pile, so as to form a plurality of L-shaped plug piles at intervals of one plug pile; and when the strength of the cemented soil of the cemented soil plug piles at two sides reaches a certain strength, another L-shaped plug pile is manufactured in the spacing of every two plug piles, the convex wedge-shaped head at the right end of the middle plug pile is inserted into the concave wedge-shaped head at the left end of the right plug pile, and the concave wedge-shaped head at the left end of the middle plug pile is inserted to the outside of the convex wedge-shaped head at the right end of the left plug pile, so as to form a plurality of L-shaped plug piles with wedge-shaped plugs, which are used for soil retaining and leakage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of wedge shape plug L stake pile-formation machine stirring use in pile-formation machine, particularly a kind of building foundation engineering.
Background technology
The stirring pile-formation machine used in building foundation engineering is rotated by the multiple drill bit of power wheel drive, and soil cutting and grout are stirred into cement earth pile by multiple drill bit in rotary course; At present, the cement-earth of other pattern stirs the molectron that stake body formed by pile-formation machine is all multiple cement-earth cylinder, is not the cement-earth L stake of mutual wedge shape plug.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of wedge shape plug L stake pile-formation machine.
The present invention is achieved through the following technical solutions:
A kind of wedge shape plug L stake pile-formation machine, the left end rear portion of crossbeam one is fixed in the front end of crossbeam two, thus form a L-type component, the lower end of mobile jib is fixed on the center of gravity position of L-type component, the left end bottom of crossbeam one is fixed with station post one, the lower end of post one of standing is fixed with electric motor, the lower end of electric motor is fixed with dynamic equipment one, the middle lower portion of crossbeam one is fixed with station post two, the lower end of post two of standing is fixed with dynamic equipment two, the right-hand member bottom of crossbeam one is fixed with station post three, the lower end of post three of standing is fixed with dynamic equipment three, the rear end lower of crossbeam two is fixed with station post four, the lower end of post four of standing is fixed with dynamic equipment four, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod, the lower end of each drilling rod fixes a drill bit respectively, a power shaft one it is provided with between dynamic equipment one and dynamic equipment two, a power shaft one it is provided with between dynamic equipment two and dynamic equipment three, a power shaft two it is provided with between dynamic equipment one and dynamic equipment four, a link arm is fixed on the middle both sides of each power shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm one, a link arm is fixed on the middle both sides of power shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a power shaft three respectively, and the left end of each power shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a power shaft four, and the right-hand member of power shaft four fixes a trapezoidal cutter two, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide.
The present invention has following feature:
The present invention can manufacture the cement-earth L-shaped plug stake of multiple mutual wedge shape plug, 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 the structural representation of the present invention;
Fig. 2 is the A A direction view of Fig. 1;
Fig. 3 is the B B view of Fig. 1;
Fig. 4 is the C C direction view of Fig. 1;
Fig. 5 is the wedge shape plug figure of the multiple cement-earth L stake of the present invention.
In figure: 1, mobile jib, 2, crossbeam one, 3, post one of standing, 4, post two of standing, 5, stand post three, 6, electric motor, 7, dynamic equipment one, 8, dynamic equipment two, 9, dynamic equipment three, 10, power shaft one, 11, stir and cut arm one, 12, drilling rod, 13, drill bit, 14, post four of standing, 15, crossbeam two, 16, dynamic equipment four, 17, link arm, 18, power shaft three, 19, trapezoidal cutter one, 20, stir and cut arm two, 21, power shaft two, 22, power shaft four, 23, trapezoidal cutter two.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, the left end rear portion of crossbeam 1 is fixed in the front end of this embodiment crossbeam 2 15, thus form a L-type component, the lower end of mobile jib 1 is fixed on the center of gravity position of L-type component, the left end bottom of crossbeam one is fixed with station post 1, the lower end of post one of standing is fixed with electric motor 6, the lower end of electric motor is fixed with dynamic equipment 1, the middle lower portion of crossbeam one is fixed with station post 24, the lower end of post two of standing is fixed with dynamic equipment 28, the right-hand member bottom of crossbeam one is fixed with station post 35, the lower end of post three of standing is fixed with dynamic equipment 39, the rear end lower of crossbeam two is fixed with station post 4 14, the lower end of post four of standing is fixed with dynamic equipment 4 16, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a power shaft 1 it is provided with between dynamic equipment one and dynamic equipment two, a power shaft one it is provided with between dynamic equipment two and dynamic equipment three, a power shaft two it is provided with between dynamic equipment one and dynamic equipment four, a link arm 17 is fixed on the middle both sides of each power shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm 1, a link arm 17 is fixed on the middle both sides of power shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a power shaft three respectively, and the left end of each power shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a power shaft 4 22, and the right-hand member of power shaft four fixes a trapezoidal cutter 2 23, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide.
On each power shaft one two stir the power shaft one cut arm one and be parallel to its place respectively.
On power shaft two two stir the power shaft two cut arm two and be parallel to its place respectively.
On each power shaft one two stir the equal diameters of distance and the drill bit cut between arm one.
On power shaft two two stir the equal diameters of distance and the drill bit cut between arm two.
The pile frame of the present invention is also provided with pump for mortar transmission, during work, each drill bit is carried grout by pump for mortar transmission respectively, what during work, mobile jib applying was downward is pressed into power, electric motor drives dynamic equipment one to operate, dynamic equipment one is operated by the rotation driving power device two of the power shaft one in the right in running, dynamic equipment one is operated by the rotation driving power device four of the power shaft two in back in running, dynamic equipment two is operated by the rotation driving power device three of on the right of it power shaft one in running, dynamic equipment one drives two power shafts three rotation on the left side simultaneously, dynamic equipment three drives a power shaft four on the right to rotate, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four drive a drill bit under it to rotate by a drilling rod under it respectively in running, each power shaft one drives to stir by the link arm on it respectively in rotation cuts arm one rotation, power shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each power shaft three drives trapezoidal cutter one rotation of power shaft three left end respectively in rotation, and power shaft four drives trapezoidal cutter two rotation of power shaft four right-hand member in rotation, the earth of its underpart is cut in rotation and stirs with grout by each drill bit, stirring on each power shaft one is cut arm one and is cut and grout stirring in the region being less than drill bit diameter between two drill bits on power shaft one both sides in rotation, stirring on power shaft two is cut arm two and is cut and grout stirring in the region being less than drill bit diameter between two drill bits on power shaft two both sides in rotation, the earth of stake body left end is cut in rotation and stirs into recessed sphenocephaly by the trapezoidal cutter one on two power shafts three, the earth of stake body right-hand member is cut in rotation and stirs into convex sphenocephaly by the trapezoidal cutter two on power shaft four, mobile jib is pressed into process and forms left end with recessed sphenocephaly, right-hand member with the L-shaped plug stake of convex sphenocephaly downwards, in the left side of this plug stake, the distance of the plug stake in interval manufacture the 2nd L-shaped plug stake again, so formed one, multiple interval plug pilespacing from multiple L-shaped plug stakes, when the soil cement intensity of the cement-earth plug stake on both sides reaches certain intensity, a L-shaped plug stake is manufactured again in spacing between every two plug stakes, the recessed sphenocephaly recessed sphenocephaly interior, middle plug stake left end of convex sphenocephaly insertion the right plug stake left end of middle plug stake right-hand member is made to be inserted in outside the convex sphenocephaly of left side plug stake right-hand member, so form the L-shaped plug stake of multiple mutual wedge shape plug, for gear soil, the antiseep of building foundation.
Claims (5)
1. a wedge shape plug L stake pile-formation machine, the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, thus form a L-type component, the lower end of mobile jib 1 is fixed on the center of gravity position of L-type component, the left end bottom of crossbeam one is fixed with station post 1, the lower end of post one of standing is fixed with electric motor 6, the lower end of electric motor is fixed with dynamic equipment 1, the middle lower portion of crossbeam one is fixed with station post 24, the lower end of post two of standing is fixed with dynamic equipment 28, the right-hand member bottom of crossbeam one is fixed with station post 35, the lower end of post three of standing is fixed with dynamic equipment 39, the rear end lower of crossbeam two is fixed with station post 4 14, the lower end of post four of standing is fixed with dynamic equipment 4 16, dynamic equipment one, dynamic equipment two, dynamic equipment three, the lower end of dynamic equipment four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a power shaft 1 it is provided with between dynamic equipment one and dynamic equipment two, a power shaft one it is provided with between dynamic equipment two and dynamic equipment three, a power shaft two it is provided with between dynamic equipment one and dynamic equipment four, a link arm 17 is fixed on the middle both sides of each power shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm 1, a link arm 17 is fixed on the middle both sides of power shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred and cut arm two, the left front of dynamic equipment one and left back export a power shaft three respectively, and the left end of each power shaft three fixes a trapezoidal cutter one respectively, and the right-hand member of dynamic equipment three exports a power shaft 4 22, and the right-hand member of power shaft four fixes a trapezoidal cutter 2 23, the convex sphenocephaly that the recessed sphenocephaly formed when these two trapezoidal cuttves one work and the trapezoidal cutter two of dynamic equipment three right-hand member are formed coincide, it is characterized in that: what when pile-formation machine works, mobile jib applying was downward is pressed into power, electric motor drives dynamic equipment one to operate, dynamic equipment one is operated by the rotation driving power device two of the power shaft one in the right in running, dynamic equipment one is operated by the rotation driving power device four of the power shaft two in back in running, dynamic equipment two is operated by the rotation driving power device three of on the right of it power shaft one in running, dynamic equipment one drives two power shafts three rotation on the left side simultaneously, and dynamic equipment three drives a power shaft four on the right to rotate, dynamic equipment one, dynamic equipment two, dynamic equipment three, dynamic equipment four drive a drill bit under it to rotate by a drilling rod under it respectively in running, each power shaft one drives to stir by the link arm on it respectively in rotation cuts arm one rotation, power shaft two drives to stir by the link arm on it in rotation cuts arm two rotation, each power shaft three drives trapezoidal cutter one rotation of power shaft three left end respectively in rotation, and power shaft four drives trapezoidal cutter two rotation of power shaft four right-hand member in rotation, the earth of its underpart is cut in rotation and stirs with grout by each drill bit, stirring on each power shaft one is cut arm one and is cut and grout stirring in the region being less than drill bit diameter between two drill bits on power shaft one both sides in rotation, stirring on power shaft two is cut arm two and is cut and grout stirring in the region being less than drill bit diameter between two drill bits on power shaft two both sides in rotation, the earth of stake body left end is cut in rotation and stirs into recessed sphenocephaly by the trapezoidal cutter one on two power shafts three, the earth of stake body right-hand member is cut in rotation and stirs into convex sphenocephaly by the trapezoidal cutter two on power shaft four, mobile jib is pressed into process and forms left end with recessed sphenocephaly, right-hand member with the L-shaped plug stake of convex sphenocephaly downwards, in the left side of this plug stake, the distance of the plug stake in interval manufacture the 2nd L-shaped plug stake again, so formed one, multiple interval plug pilespacing from multiple L-shaped plug stakes,When the soil cement intensity of the cement-earth plug stake on both sides reaches certain intensity, a L-shaped plug stake is manufactured again in spacing between every two plug stakes, the recessed sphenocephaly recessed sphenocephaly interior, middle plug stake left end of convex sphenocephaly insertion the right plug stake left end of middle plug stake right-hand member is made to be inserted in outside the convex sphenocephaly of left side plug stake right-hand member, so form the L-shaped plug stake of multiple mutual wedge shape plug, for gear soil, the antiseep of building foundation.
2. wedge shape plug L stake pile-formation machine according to claim 1, it is characterised in that: two on each power shaft one described stir the power shaft one cut arm one and be parallel to its place respectively.
3. wedge shape plug L stake pile-formation machine according to claim 1, it is characterised in that: two on described power shaft two stir the power shaft two cut arm two and be parallel to its place respectively.
4. wedge shape plug L stake pile-formation machine according to claim 1, it is characterised in that: two equal diameters stirring distance and the drill bit cut between arm one on each power shaft one described.
5. wedge shape plug L stake pile-formation machine according to claim 1, it is characterised in that: two on described power shaft two stir the equal diameters of distance and the drill bit cut between arm two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012073.3A CN105625304A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug L pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012073.3A CN105625304A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug L pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625304A true CN105625304A (en) | 2016-06-01 |
Family
ID=56040614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012073.3A Withdrawn CN105625304A (en) | 2015-12-31 | 2015-12-31 | Wedge-shaped plug L pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625304A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105464086A (en) * | 2015-12-31 | 2016-04-06 | 宗超 | Wedge plugged L-shaped pile forming machine |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5007770A (en) * | 1989-12-04 | 1991-04-16 | Simmons Robert J | Method and apparatus for constructing a subsurface retaining wall |
| CN204225085U (en) * | 2014-09-02 | 2015-03-25 | 谈维汉 | A kind of T-shaped stake |
| CN104846815A (en) * | 2015-06-05 | 2015-08-19 | 赵子健 | Implementing method for T-shaped round-head pile manufacturing device |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105464086A (en) * | 2015-12-31 | 2016-04-06 | 宗超 | Wedge plugged L-shaped pile forming machine |
-
2015
- 2015-12-31 CN CN201511012073.3A patent/CN105625304A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5007770A (en) * | 1989-12-04 | 1991-04-16 | Simmons Robert J | Method and apparatus for constructing a subsurface retaining wall |
| CN204225085U (en) * | 2014-09-02 | 2015-03-25 | 谈维汉 | A kind of T-shaped stake |
| CN104846815A (en) * | 2015-06-05 | 2015-08-19 | 赵子健 | Implementing method for T-shaped round-head pile manufacturing device |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105464086A (en) * | 2015-12-31 | 2016-04-06 | 宗超 | Wedge plugged L-shaped pile forming machine |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105421343A (en) * | 2015-12-31 | 2016-03-23 | 卢兴耐 | Wedge-shaped plug L-shaped pile forming machine |
| CN105464086A (en) * | 2015-12-31 | 2016-04-06 | 宗超 | Wedge plugged L-shaped pile forming 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 | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160601 |