CN105714789A - V-shaped pile manufacturing device - Google Patents
V-shaped pile manufacturing device Download PDFInfo
- Publication number
- CN105714789A CN105714789A CN201610088857.2A CN201610088857A CN105714789A CN 105714789 A CN105714789 A CN 105714789A CN 201610088857 A CN201610088857 A CN 201610088857A CN 105714789 A CN105714789 A CN 105714789A
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- pile
- driving box
- axle
- rectangular
- driving
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 10
- 239000002689 soil Substances 0.000 claims abstract description 25
- 238000000034 method Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 15
- 239000004568 cement Substances 0.000 claims description 12
- 239000011083 cement mortar Substances 0.000 claims description 11
- 238000003756 stirring Methods 0.000 claims description 11
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 238000005520 cutting process Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- 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 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
- E02D2200/1628—Shapes rectangular
-
- 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
- E02D2200/1685—Shapes cylindrical
-
- 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
- E02D2300/002—Concrete
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Disclosed is a circular-arc inserting and buckling V-shaped pile manufacturing device. A plurality of concrete cylindrical piles spaced by the distance of one rectangular pile are manufactured, and when concrete strength of the concrete cylindrical piles on the two sides reaches a certain, a cemented soil rectangular pile is arranged in a gap between every two cylindrical piles through a rectangular pile forming machine according to the working manner of the above rectangular pile forming machine, and therefore concave circular arcs at the left end and the right end of each cemented soil rectangular pile are matched with the outer circles of the concrete cylindrical piles at the left end and the right end correspondingly; and accordingly a V-shaped pile wall is formed and combined by circular-arc inserting and buckling of the cemented soil rectangular piles and the concrete cylindrical piles, each concrete cylindrical pile is arranged between every two adjacent rectangular piles, and the pile wall is used for soil blockage and leakage prevention of a building foundation.
Description
Technical field
The present invention relates to a kind of V-arrangement stake and manufacture the circular arc eye-splice V-arrangement stake manufacture device manufacturing circular arc eye-splice V-arrangement stake used in device, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, the cement-soil pile being presently used for the consolidation process of weak base foundation is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of circular arc eye-splice V-arrangement stake manufacture device that can manufacture rectangular pile and cylinder pile circular arc eye-splice.
The present invention is achieved through the following technical solutions:
The circular arc eye-splice V-arrangement stake of a kind of rectangular pile and the mutual circular arc eye-splice of cylinder pile manufactures device, including rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, driving box three upper end is fixed in motor one lower end；Creep into bar bottom left end and be 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, creeps into bar bottom right-hand member and 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one, the lower end of each drilling rod one is respectively equipped with a drill bit one；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, outer stirring knife of each linking arm；The right back of driving box two and right front are held respectively and are fixed an output one driving axle two respectively, and the right-hand member of this each driving axle two fixes a recessed dise knife respectively；The left back of driving box one and left front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a recessed dise knife respectively.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the V-arrangement stake pile body of soil cement rectangular pile and concrete circular stanchion circular arc eye-splice, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of rectangular pile pile-formation machine；
Fig. 2 is the A A view of Fig. 1；
Fig. 3 is the front view of cylinder pile pile-formation machine；
Fig. 4 is the cross-sectional view of rectangular pile and the V-arrangement stake of cylinder pile eye-splice.
In figure: 1, creep into bar, 2, motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, axle one is driven, 9, stirring knife, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, axle two is driven, 15, recessed dise knife, 16, linking arm, 21, drilling rod two, 22, motor two, 23, drill bit two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and cylinder pile pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, driving box 33 upper end is fixed in motor one lower end；Creep into bar bottom left end and be 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, creeps into bar bottom right-hand member and 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；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife 9 respectively；The right back of driving box two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a recessed dise knife 15 respectively；The left back of driving box one and left front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a recessed dise knife 15 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；Driving box one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into concave arc by two recessed dise knifes of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the rectangle cement earth pile of concave arc.
Cylinder pile pile-formation machine includes the structure in Fig. 3；Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, and drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this circular hole.
The dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
Rectangular pile pile-formation machine is as follows with the working method of the V-arrangement stake that cylinder pile pile-formation machine manufactures circular arc eye-splice: first in the position needing pile, first concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, right lateral side at this cylinder pile, the distance of one rectangular pile in interval manufactures second concrete circular stanchion, second cylinder pile forward right side, the distance of one rectangular pile in interval manufactures the 3rd concrete circular stanchion, the 3rd cylinder pile right lateral side, the distance of one rectangular pile in interval manufactures the 4th concrete circular stanchion, so manufacture the concrete circular stanchion of one the rectangular pile distance in multiple intervals, when the concrete strength of the concrete circular stanchion on both sides reaches a timing, again in the spacing between each two cylinder pile, a soil cement rectangular pile is manufactured respectively according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the concave arc making two ends, each soil cement rectangular pile left and right is fit to the cylindrical of the concrete circular stanchion at two ends, left and right respectively；The V-arrangement stake piling wall of the mutual circular arc eye-splice combination of concrete circular stanchion being thusly-formed between the rectangular pile that multiple soil cement rectangular pile is adjacent with each two, for the gear soil on building basis, antiseep.
Claims (2)
1. the stake of circular arc eye-splice V-arrangement manufactures a device, including rectangular pile pile-formation machine and cylinder pile pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper end is fixed in motor one lower end；Creep into bar bottom left end and be fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with driving box one (4), creep into bar bottom right-hand member and be fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with driving box two (5)；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (13)；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring knife (9) respectively；The right back of driving box two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a recessed dise knife (15) respectively；The left back of driving box one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a recessed dise knife (15) respectively；
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；Driving box one drives driving axle two synchronous axial system relative to the driving axle two of left front of left back respectively in operation process；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into concave arc by two recessed dise knifes of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the rectangle cement earth pile of concave arc；
The concrete structure of cylinder pile pile-formation machine is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23；
The specific works mode of cylinder pile pile-formation machine: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, drilling rod two forms circular hole in being pressed into process, casting concrete, formation concrete circular stanchion in this circular hole；
Rectangular pile pile-formation machine manufactures the working method of the V-arrangement stake of circular arc eye-splice with cylinder pile pile-formation machine: first in the position needing pile, first concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, right lateral side at this cylinder pile, the distance of one rectangular pile in interval manufactures second concrete circular stanchion, second cylinder pile forward right side, the distance of one rectangular pile in interval manufactures the 3rd concrete circular stanchion, the 3rd cylinder pile right lateral side, the distance of one rectangular pile in interval manufactures the 4th concrete circular stanchion, so manufacture the concrete circular stanchion of one the rectangular pile distance in multiple intervals, when the concrete strength of the concrete circular stanchion on both sides reaches a timing, again in the spacing between each two cylinder pile, a soil cement rectangular pile is manufactured respectively according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the concave arc making two ends, each soil cement rectangular pile left and right is fit to the cylindrical of the concrete circular stanchion at two ends, left and right respectively；The V-arrangement stake piling wall of the mutual circular arc eye-splice combination of concrete circular stanchion being thusly-formed between the rectangular pile that multiple soil cement rectangular pile is adjacent with each two, for the gear soil on building basis, antiseep.
2. circular arc eye-splice V-arrangement stake according to claim 1 manufactures device, it is characterised in that: the dome arc of cylinder pile coincide with the concave arc of rectangular pile right-hand member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088857.2A CN105714789A (en) | 2016-02-18 | 2016-02-18 | V-shaped pile manufacturing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088857.2A CN105714789A (en) | 2016-02-18 | 2016-02-18 | V-shaped pile manufacturing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714789A true CN105714789A (en) | 2016-06-29 |
Family
ID=56155900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088857.2A Withdrawn CN105714789A (en) | 2016-02-18 | 2016-02-18 | V-shaped pile manufacturing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105714789A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN106149687A (en) * | 2016-07-06 | 2016-11-23 | 于洋 | Interlocking built pile manufactures device |
-
2016
- 2016-02-18 CN CN201610088857.2A patent/CN105714789A/en not_active Withdrawn
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN106149687A (en) * | 2016-07-06 | 2016-11-23 | 于洋 | Interlocking built pile manufactures device |
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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: 20160629 |