CN105507245A - Plugging connecting L pile forming machine - Google Patents
Plugging connecting L pile forming machine Download PDFInfo
- Publication number
- CN105507245A CN105507245A CN201511012133.1A CN201511012133A CN105507245A CN 105507245 A CN105507245 A CN 105507245A CN 201511012133 A CN201511012133 A CN 201511012133A CN 105507245 A CN105507245 A CN 105507245A
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- CN
- China
- Prior art keywords
- transmission case
- torsion shaft
- soil
- cement
- arm
- 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
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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 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
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- 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
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- 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
-
- 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
- E02D2200/1614—Shapes round, e.g. circle made from single element
Abstract
The invention provides a plugging connecting L pile forming machine. A plurality of cement soil L-shaped plugging connecting piles are manufactured, and the distance between each two cement soil L-shaped plugging connecting piles is equal to the width of each L-shaped plugging connecting pile; and when the strength of cement soil of the L-shaped plugging connecting piles on two sides of each L-shaped plugging connecting pile reaches to a certain degree, an L-shaped hole is formed in the gap between each two cement soil L-shaped plugging connecting piles according to an L-shaped hole forming mode of the pile forming machine, concrete is poured in the L-shaped holes to form concrete L-shaped plugging connecting piles, a concave round head of each concrete L-shaped plugging connecting pile between the two corresponding cement soil L-shaped plugging connecting piles is matched with a convex round head of each cement soil L-shaped plugging connecting pile, a convex round head of each concrete L-shaped plugging connecting pile between each two cement soil L-shaped plugging connecting piles is matched with a concave round head of each cement soil L-shaped plugging connecting pile, so that a pile wall comprising the cement soil L-shaped plugging connecting piles and the concrete L-shaped plugging connecting piles which are arrayed at intervals and are in plugging connection to one another is formed, and the pile wall is used for stopping soil of a foundation of a building and preventing seepage.
Description
Technical field
The present invention relates to the grafting L stake pile forming machine used in a kind of stirring pile forming machine, particularly a kind of building foundation engineering.
Background technology
The stirring pile forming machine used in building foundation engineering is that soil cutting and cement paste are stirred into cement earth pile by multiple drill bit in rotary course by power drive multiple bit; At present, formed by the Soil-cement pile forming machine of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the L shape cement earth pile of mutual grafting.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of grafting L stake pile forming machine.
The present invention is achieved through the following technical solutions:
A kind of grafting L stake pile forming machine, the left end rear portion of crossbeam one is fixed in the front end of crossbeam two, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar, the left end bottom of crossbeam one is fixed with vertical rod one, the lower end of vertical rod one is fixed with motor, the lower end of motor is fixed with transmission case one, the middle lower portion of crossbeam one is fixed with vertical rod two, the lower end of vertical rod two is fixed with transmission case two, the right-hand member bottom of crossbeam one is fixed with vertical rod three, the lower end of vertical rod three is fixed with transmission case three, the rear end lower of crossbeam two is fixed with vertical rod four, the lower end of vertical rod four is fixed with transmission case four, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod, the lower end of each drilling rod fixes a drill bit respectively, a torsion shaft one is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm one, a link arm is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide.
The present invention has following feature:
The present invention can manufacture the piling wall of the grafting stake of cement-soil L shape and the mutual semicircle grafting of concrete L shape grafting stake, 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 elevation drawing of the present invention;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the plugboard chart of the multiple L stake of the present invention.
In figure: 1, compress into bar, 2, crossbeam one, 3, vertical rod one, 4, vertical rod two, 5, vertical rod three, 6, motor, 7, transmission case one, 8, transmission case two, 9, transmission case three, 10, torsion shaft one, 11, stir arm one, 12, drilling rod, 13, drill bit, 14, vertical rod four, 15, crossbeam two, 16, transmission case four, 17, link arm, 18, torsion shaft three, 19, recessed dise knife, 20, stir arm two, 21, torsion shaft two.
Detailed description of the invention
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, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 6, the lower end of motor is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide.
Two in each torsion shaft one torsion shafts one of stirring arm one and being parallel to its place respectively.
Two in torsion shaft two torsion shafts two of stirring arm two and being parallel to its place respectively.
Two in each torsion shaft one equal diameters of stirring distance between arm one and drill bit.
Two in torsion shaft two equal diameters of stirring distance between arm two and drill bit.
The present invention manufactures the working method of cement-soil L shape stake: send sizing device to each drill bit grout injection respectively during work, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft one both sides is stirred with cement paste by the arm one that stirs in each torsion shaft one in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft two both sides is stirred with cement paste by the arm two that stirs in torsion shaft two in rotation, and the earth of pile body left end cuts and stirs into recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the cement-soil L grafting stake of cheese head.
The present invention manufactures the working method of concrete L shape stake: send sizing device to pour into water under high pressure respectively to each drill bit during work, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, the soil cutting being less than the region of bit diameter between two drill bits on torsion shaft one both sides stirs by the arm one that stirs in each torsion shaft one in rotation, the soil cutting being less than the region of bit diameter between two drill bits on torsion shaft two both sides stirs by the arm two that stirs in torsion shaft two in rotation, and the soil cutting of pile body left end is become recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the L shape hole of cheese head.
The working method that the present invention manufactures the piling wall of L shape cement earth pile and the mutual grafting of L shape concrete pile is as follows: first in the original position needing pile axis, a cement-soil L shape grafting stake is manufactured by the working method that pile forming machine manufactures cement earth pile according to above-mentioned pile forming machine, on the right side of this L shape grafting stake, the distance of the L shape grafting stake in interval manufactures second cement-soil L shape grafting stake again, so manufacture one, multiple interval L shape grafting pilespacing from multiple cement-soil L shape grafting stakes, when the soil cement intensity of the L shape grafting stake on both sides reaches some strength, the working method manufacturing L shape hole according to above-mentioned pile forming machine in spacing again between every two cement-soil L shape grafting stakes manufactures a L shape hole respectively, concreting in this L shape hole, form concrete L shape grafting stake, the recessed round end of the concrete L shape grafting stake between every two cement-soil L shape grafting stakes is made to be fit to the cheese head of cement-soil L shape grafting stake, the cheese head of the concrete L shape grafting stake between every two cement-soil L shape grafting stakes is fit to the recessed round end of cement-soil L shape grafting stake, formation cement-soil L shape grafting stake like this and concrete L shape grafting stake are spaced the piling wall of mutual grafting, for the gear soil of building foundation, antiseep.
Claims (5)
1. a grafting L stake pile forming machine, the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component is fixed in the lower end of compressing into bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 6, the lower end of motor is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left front of transmission case one and left back export a torsion shaft three respectively, and the left end of each torsion shaft three fixes a recessed dise knife respectively, and one section of dome arc that the concave arc formed during these two recessed dise knife work and the drill bit of transmission case three lower end are formed coincide,
It is characterized in that: pile forming machine manufactures the working method of cement-soil L shape stake: during work, send sizing device to each drill bit grout injection respectively, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the earth of its underpart cuts and stirs with cement paste by each drill bit in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft one both sides is stirred with cement paste by the arm one that stirs in each torsion shaft one in rotation, the region cutting being less than bit diameter between two drill bits on torsion shaft two both sides is stirred with cement paste by the arm two that stirs in torsion shaft two in rotation, and the earth of pile body left end cuts and stirs into recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the cement-soil L grafting stake of cheese head,
Pile forming machine manufactures the working method of concrete L shape stake: send sizing device to pour into water under high pressure respectively to each drill bit during work, compress into bar during work to apply downward to compress into power, motor drives transmission case one to operate, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, and torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, and each torsion shaft three drives the recessed dise knife of torsion shaft three left end to rotate respectively in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, the soil cutting being less than the region of bit diameter between two drill bits on torsion shaft one both sides stirs by the arm one that stirs in each torsion shaft one in rotation, the soil cutting being less than the region of bit diameter between two drill bits on torsion shaft two both sides stirs by the arm two that stirs in torsion shaft two in rotation, and the soil cutting of pile body left end is become recessed round end by the recessed dise knife in two torsion shafts three in rotation, compress into bar to compress into process downwards and form left end with recessed round end, right-hand member with the L shape hole of cheese head,
Pile forming machine manufactures the working method of the piling wall of L shape cement earth pile and the mutual grafting of L shape concrete pile: first in the original position needing pile axis, a cement-soil L shape grafting stake is manufactured by the working method that pile forming machine manufactures cement earth pile according to above-mentioned pile forming machine, on the right side of this L shape grafting stake, the distance of the L shape grafting stake in interval manufactures second cement-soil L shape grafting stake again, so manufacture one, multiple interval L shape grafting pilespacing from multiple cement-soil L shape grafting stakes, when the soil cement intensity of the L shape grafting stake on both sides reaches some strength, the working method manufacturing L shape hole according to above-mentioned pile forming machine in spacing again between every two cement-soil L shape grafting stakes manufactures a L shape hole respectively, concreting in this L shape hole, form concrete L shape grafting stake, the recessed round end of the concrete L shape grafting stake between every two cement-soil L shape grafting stakes is made to be fit to the cheese head of cement-soil L shape grafting stake, the cheese head of the concrete L shape grafting stake between every two cement-soil L shape grafting stakes is fit to the recessed round end of cement-soil L shape grafting stake, formation cement-soil L shape grafting stake like this and concrete L shape grafting stake are spaced the piling wall of mutual grafting, for the gear soil of building foundation, antiseep.
2. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described each torsion shaft one torsion shafts one of stirring arm one and being parallel to its place respectively.
3. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described torsion shaft two torsion shafts two of stirring arm two and being parallel to its place respectively.
4. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described each torsion shaft one equal diameters of stirring distance between arm one and drill bit.
5. grafting L stake pile forming machine according to claim 1, is characterized in that: two in described torsion shaft two equal diameters of stirring distance between arm two and drill bit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012133.1A CN105507245A (en) | 2015-12-31 | 2015-12-31 | Plugging connecting L pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012133.1A CN105507245A (en) | 2015-12-31 | 2015-12-31 | Plugging connecting L pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105507245A true CN105507245A (en) | 2016-04-20 |
Family
ID=55715522
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012133.1A Pending CN105507245A (en) | 2015-12-31 | 2015-12-31 | Plugging connecting L pile forming machine |
Country Status (1)
| Country | Link |
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| CN (1) | CN105507245A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507244A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | L-shaped plugging fastening pile forming machine |
| CN105568992A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for L-shaped insertion piles |
Citations (5)
| 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 |
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN104895065A (en) * | 2015-06-05 | 2015-09-09 | 张永忠 | Occlusive pile forming machine |
| CN105421431A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | L-shaped splicing pile forming machine |
| CN105568992A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for L-shaped insertion piles |
-
2015
- 2015-12-31 CN CN201511012133.1A patent/CN105507245A/en active Pending
Patent Citations (5)
| 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 |
| JP2008175039A (en) * | 2007-01-22 | 2008-07-31 | Yasuyuki Yamamoto | Method of driving both steel pipe pile and soil cement pile |
| CN104895065A (en) * | 2015-06-05 | 2015-09-09 | 张永忠 | Occlusive pile forming machine |
| CN105421431A (en) * | 2015-12-31 | 2016-03-23 | 刘玉秋 | L-shaped splicing pile forming machine |
| CN105568992A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for L-shaped insertion piles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507244A (en) * | 2015-12-31 | 2016-04-20 | 卢兴耐 | L-shaped plugging fastening pile forming machine |
| CN105568992A (en) * | 2015-12-31 | 2016-05-11 | 刘玉秋 | Pile forming machine for L-shaped insertion piles |
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| C06 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20160420 |