CN105625310A - Rectangular spigot pile forming machine - Google Patents
Rectangular spigot pile forming machine Download PDFInfo
- Publication number
- CN105625310A CN105625310A CN201511012132.7A CN201511012132A CN105625310A CN 105625310 A CN105625310 A CN 105625310A CN 201511012132 A CN201511012132 A CN 201511012132A CN 105625310 A CN105625310 A CN 105625310A
- Authority
- CN
- China
- Prior art keywords
- driving mechanism
- drive shaft
- rotation
- pile
- cement
- 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- Withdrawn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
- 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
- E02D2200/1628—Shapes rectangular
Abstract
The invention relates to a rectangular spigot pile forming machine, wherein a plurality of cemented soil spigot plies at the intervals of one spigot pile are manufactured; and when the strength of the cemented soil of the spigot piles at two sides reaches a certain value, a hole is formed in the spacing between two cemented soil spigot piles according to the working manner of the pile forming machine for forming a hole, concrete is poured into the hole to form a concrete spigot pile, a rectangular rabbet of the concrete spigot pile between every two cemented soil spigot piles is engaged with a rectangular plug of the cemented soil spigot pile, and the rectangular plug of the concrete spigot pile between every two cemented soil spigot piles is engaged with the rectangular rabbet of the cemented soil spigot pile, so as to form a pile wall with the cemented soil spigot piles and the concrete spigot piles arranged at intervals and plugged mutually, which are used for soil retaining and leakage prevention of building foundations.
Description
Technical field
The present invention relates in a kind of pile-formation machine, particularly a kind of building foundation engineering the rectangular receptacle stake pile-formation machine used.
Background technology
Cement-earth pile-formation machine is, by the rotation of drill bit, soil cutting and grout are stirred pile, and at present, stake body formed by the cement-earth pile-formation machine of other pattern is all the molectron of multiple cement-earth cylinder, is not the cement-soil pile of mutual socket.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of rectangular receptacle stake pile-formation machine that can manufacture cement soil pile and the mutual rectangular receptacle of concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of rectangular receptacle stake pile-formation machine, the lower end of main drilling rod is fixed on motor upper end, and the lower end of motor is fixed on driving mechanism three upper 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 mechanism 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 mechanism two; The lower end of driving mechanism one, driving mechanism two, driving mechanism 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; Between driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft one between driving mechanism three and driving mechanism two, a link arm is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each link arm fixes a beater arm one respectively; The right-hand member rear portion of driving mechanism two and right-hand member front portion export a drive shaft two respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter respectively; The left end of driving mechanism one exports a drive shaft three, and a beater arm two is fixed on the both sides of drive shaft three respectively; The rectangular insert formed when the rectangle tongue and groove formed when two rectangle cuttves of right-hand member work and the beater arm two of left end work matches.
The present invention has following feature:
The present invention can manufacture cement soil pile and the stake wall of the mutual rectangular receptacle 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 the front view of the present invention;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the socket figure of multiple rectangular receptacle stake.
In figure: 1, main drilling rod, 2, motor, 3, driving mechanism three, 4, driving mechanism one, 5, driving mechanism two, 6, transverse arm one, 7, transverse arm two, 8, drive shaft one, 9, beater arm one, 10, armstand one, 11, armstand two, 12, point drilling rod, 13, drill bit, 14, drive shaft two, 15, rectangle cutter, 16, link arm, 17, drive shaft three, 18, beater arm two.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment main drilling rod 1 time end is fixed on motor 2 upper end, and the lower end of motor is fixed on driving mechanism 33 upper 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 mechanism 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 mechanism 25; The lower end of driving mechanism one, driving mechanism two, driving mechanism 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; Between driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft 1 between driving mechanism three and driving mechanism two, a link arm 16 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each link arm fixes a beater arm 1 respectively; The right-hand member rear portion of driving mechanism two and right-hand member front portion export a drive shaft 2 14 respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter 15 respectively; The left end of driving mechanism one exports a drive shaft three, and a beater arm two is fixed on the both sides of drive shaft three respectively; The rectangular insert formed when the rectangle tongue and groove formed when two rectangle cuttves of right-hand member work and the beater arm two of left end work matches.
The present invention manufactures the mode of operation of cement soil pile: during work, each drill bit is injected grout by grouting pump respectively, motor drives driving mechanism three to operate, driving mechanism three drives driving mechanism one, driving mechanism two running respectively by the rotation of two drive shafts one in left and right in operation process, and driving mechanism two drives the drive shaft two at right-hand member rear portion synchronous axial system relative to the drive shaft two of right-hand member front portion respectively in operation process, driving mechanism one drives drive shaft three rotation in running, driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by point drilling rod of its lower end respectively, and the earth of its lower end and grout are stirred by three drill bits in rotation, two drive shafts one drive two link arms on each drive shaft one to drive beater arm one around drive shaft one rotation respectively in rotation, the part earth and grout that are less than drill bit diameter between every two drill bits are stirred by beater arm one in rotation process, two drive shafts two drive the rectangle cutter on drive shaft two to rotate respectively in rotation, the soil body of the termination in right portion and grout are stirred into rectangle tongue and groove by rectangle cutter in rotation, drive shaft three drives beater arm two rotation on drive shaft three in rotation, the soil body of the termination of left part and grout are stirred into rectangular insert by beater arm two in rotation, the rectangle tongue and groove in right portion and the rectangular insert of left part match, main drilling rod is pressed into process and forms left end with rectangular insert, right-hand member with the cement-earth rectangular receptacle stake of rectangle tongue and groove downwards.
The present invention manufactures the mode of operation of concrete pile body: during work, each drill bit is injected high pressure water by grouting pump respectively, motor drives driving mechanism three to operate, driving mechanism three drives driving mechanism one, driving mechanism two running respectively by the rotation of two drive shafts one in left and right in operation process, and driving mechanism two drives the drive shaft two at right-hand member rear portion synchronous axial system relative to the drive shaft two of right-hand member front portion respectively in operation process; Driving mechanism one drives drive shaft three rotation in running; Driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by point drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation; Two drive shafts one drive two link arms on each drive shaft one to drive beater arm one around drive shaft one rotation respectively in rotation, the part soil cutting being less than drill bit diameter between every two drill bits is stirred by beater arm one in rotation process, two drive shafts two drive the rectangle cutter on drive shaft two to rotate respectively in rotation, rectangle cutter in rotation by orthogonal for the soil cutting of the termination in right portion tongue and groove, drive shaft three drives beater arm two rotation on drive shaft three in rotation, beater arm two in rotation by orthogonal for the soil cutting of the termination of left part plug; The rectangle tongue and groove in right portion and the rectangular insert of left part match; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, and main drilling rod is pressed into process and forms left end with rectangular insert, right-hand member with the rectangle hole of rectangle tongue and groove downwards.
The mode of operation of the stake wall that the present invention manufactures cement earth pile and the mutual socket of concrete pile is as follows: first in the zero position needing pile axis, the mode of operation manufacturing cement earth pile according to above-mentioned pile-formation machine with pile-formation machine manufactures a cement-earth socket stake, on the right side of this socket stake, the distance of the socket stake in interval manufacture the 2nd cement-earth socket stake again, so manufacture one, multiple interval socket pilespacing from multiple cement-earth socket stakes, when the soil cement intensity of the socket stake on both sides reaches certain intensity, the mode of operation manufacturing hole body according to above-mentioned pile-formation machine in spacing between every two cement-earth socket stakes manufactures a hole body respectively again, casting concrete in this hole body, form concrete socket stake, the rectangle tongue and groove of the concrete socket stake between every two cement-earth socket stakes is made to be fit to the rectangular insert of cement-earth socket stake, the rectangular insert of the concrete socket stake between every two cement-earth socket stakes is fit to the rectangle tongue and groove of cement-earth socket stake, so formation cement-earth socket stake and concrete socket stake are spaced the stake wall of mutual socket, for the gear soil of building foundation, antiseep.
Claims (1)
1. a rectangular receptacle stake pile-formation machine, main drilling rod 1 time end is fixed on motor 2 upper end, and the lower end of motor is fixed on driving mechanism 33 upper 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 mechanism 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 mechanism 25; The lower end of driving mechanism one, driving mechanism two, driving mechanism 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; Between driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft 1 between driving mechanism three and driving mechanism two, a link arm 16 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each link arm fixes a beater arm 1 respectively; The right-hand member rear portion of driving mechanism two and right-hand member front portion export a drive shaft 2 14 respectively, and the right-hand member of each drive shaft two fixes a rectangle cutter 15 respectively; The left end of driving mechanism one exports a drive shaft three, and a beater arm two is fixed on the both sides of drive shaft three respectively;
It is characterized in that: pile-formation machine manufactures the mode of operation of cement soil pile: during work, each drill bit is injected grout by grouting pump respectively, motor drives driving mechanism three to operate, driving mechanism three drives driving mechanism one, driving mechanism two running respectively by the rotation of two drive shafts one in left and right in operation process, and driving mechanism two drives the drive shaft two at right-hand member rear portion synchronous axial system relative to the drive shaft two of right-hand member front portion respectively in operation process, driving mechanism one drives drive shaft three rotation in running, driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by point drilling rod of its lower end respectively, and the earth of its lower end and grout are stirred by three drill bits in rotation, two drive shafts one drive two link arms on each drive shaft one to drive beater arm one around drive shaft one rotation respectively in rotation, the part earth and grout that are less than drill bit diameter between every two drill bits are stirred by beater arm one in rotation process, two drive shafts two drive the rectangle cutter on drive shaft two to rotate respectively in rotation, the soil body of the termination in right portion and grout are stirred into rectangle tongue and groove by rectangle cutter in rotation, drive shaft three drives beater arm two rotation on drive shaft three in rotation, the soil body of the termination of left part and grout are stirred into rectangular insert by beater arm two in rotation, the rectangle tongue and groove in right portion and the rectangular insert of left part match, main drilling rod is pressed into process and forms left end with rectangular insert, right-hand member with the cement-earth rectangular receptacle stake of rectangle tongue and groove downwards,
Pile-formation machine manufactures the mode of operation of concrete pile body: during work, each drill bit is injected high pressure water by grouting pump respectively, motor drives driving mechanism three to operate, driving mechanism three drives driving mechanism one, driving mechanism two running respectively by the rotation of two drive shafts one in left and right in operation process, and driving mechanism two drives the drive shaft two at right-hand member rear portion synchronous axial system relative to the drive shaft two of right-hand member front portion respectively in operation process; Driving mechanism one drives drive shaft three rotation in running; Driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by point drilling rod of its lower end respectively, and the soil cutting of its lower end is stirred by three drill bits in rotation; Two drive shafts one drive two link arms on each drive shaft one to drive beater arm one around drive shaft one rotation respectively in rotation, the part soil cutting being less than drill bit diameter between every two drill bits is stirred by beater arm one in rotation process, two drive shafts two drive the rectangle cutter on drive shaft two to rotate respectively in rotation, rectangle cutter in rotation by orthogonal for the soil cutting of the termination in right portion tongue and groove, drive shaft three drives beater arm two rotation on drive shaft three in rotation, beater arm two in rotation by orthogonal for the soil cutting of the termination of left part plug; The rectangle tongue and groove in right portion and the rectangular insert of left part match; The soil body cut is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, and main drilling rod is pressed into process and forms left end with rectangular insert, right-hand member with the rectangle hole of rectangle tongue and groove downwards;
Pile-formation machine manufactures the mode of operation of the stake wall of cement earth pile and the mutual socket of concrete pile: first in the zero position needing pile axis, the mode of operation manufacturing cement earth pile according to above-mentioned pile-formation machine with pile-formation machine manufactures a cement-earth socket stake, on the right side of this socket stake, the distance of the socket stake in interval manufacture the 2nd cement-earth socket stake again, so manufacture one, multiple interval socket pilespacing from multiple cement-earth socket stakes, when the soil cement intensity of the socket stake on both sides reaches certain intensity, the mode of operation manufacturing hole body according to above-mentioned pile-formation machine in spacing between every two cement-earth socket stakes manufactures a hole body respectively again, casting concrete in this hole body, form concrete socket stake, the rectangle tongue and groove of the concrete socket stake between every two cement-earth socket stakes is made to be fit to the rectangular insert of cement-earth socket stake, the rectangular insert of the concrete socket stake between every two cement-earth socket stakes is fit to the rectangle tongue and groove of cement-earth socket stake, so formation cement-earth socket stake and concrete socket stake are spaced the stake wall of mutual socket, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012132.7A CN105625310A (en) | 2015-12-31 | 2015-12-31 | Rectangular spigot pile forming machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012132.7A CN105625310A (en) | 2015-12-31 | 2015-12-31 | Rectangular spigot pile forming machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625310A true CN105625310A (en) | 2016-06-01 |
Family
ID=56040620
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012132.7A Withdrawn CN105625310A (en) | 2015-12-31 | 2015-12-31 | Rectangular spigot pile forming machine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625310A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108825128A (en) * | 2018-07-24 | 2018-11-16 | 孟现坤 | Rectangle is at drill |
Citations (5)
| 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 |
| CN104895062A (en) * | 2015-04-15 | 2015-09-09 | 张璐 | Application method for rectangular stirring drilling machine |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105507297A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Rectangular socket pile forming machine |
| CN105603998A (en) * | 2015-12-31 | 2016-05-25 | 刘玉秋 | Rectangular inserting opening pile forming machine |
-
2015
- 2015-12-31 CN CN201511012132.7A patent/CN105625310A/en not_active Withdrawn
Patent Citations (5)
| 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 |
| CN104895062A (en) * | 2015-04-15 | 2015-09-09 | 张璐 | Application method for rectangular stirring drilling machine |
| CN105019436A (en) * | 2015-06-05 | 2015-11-04 | 刘玉燕 | Molding device for wedge-shaped opening locking piles |
| CN105507297A (en) * | 2015-12-31 | 2016-04-20 | 刘玉秋 | Rectangular socket pile forming machine |
| CN105603998A (en) * | 2015-12-31 | 2016-05-25 | 刘玉秋 | Rectangular inserting opening pile forming machine |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108825128A (en) * | 2018-07-24 | 2018-11-16 | 孟现坤 | Rectangle is at drill |
| CN108825128B (en) * | 2018-07-24 | 2020-05-22 | 孟现坤 | Rectangular hole-forming drill bit |
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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: 20160601 |
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| WW01 | Invention patent application withdrawn after publication |