CN105714783A - Arc splicing equipment for Y-shaped piles and rectangular piles - Google Patents
Arc splicing equipment for Y-shaped piles and rectangular piles Download PDFInfo
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- CN105714783A CN105714783A CN201610088824.8A CN201610088824A CN105714783A CN 105714783 A CN105714783 A CN 105714783A CN 201610088824 A CN201610088824 A CN 201610088824A CN 105714783 A CN105714783 A CN 105714783A
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- 239000004567 concrete Substances 0.000 claims abstract description 48
- 230000001413 cellular effect Effects 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 239000002131 composite material Substances 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 85
- 239000002689 soil Substances 0.000 claims description 22
- 238000003756 stirring Methods 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 14
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 238000009826 distribution Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 4
- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
- 239000004568 cement Substances 0.000 abstract description 5
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 239000011083 cement mortar Substances 0.000 description 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
- E02D5/22—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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—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
- E02D2200/165—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
- E02D2300/002—Concrete
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Arc splicing equipment for Y-shaped piles and rectangular piles comprises a Y-shaped pile forming machine and a rectangular pile forming machine. Pile bodies are manufactured by the mutual arc splicing of a plurality of concrete rectangular piles and a plurality of concrete Y-shaped piles and are distributed in a cellular form. When cement of the rectangular piles and concrete of the Y-shaped piles both reach a certain strength, vacuum water absorption and tamping are carried out on earth in each space, with a hexagonal cross section, enclosed by the Y-shaped piles and the rectangular piles, and in this way, a dense composite foundation is formed.
Description
Technical field
The present invention relates to a kind of circular arc and plug together equipment, the Y stake particularly used in a kind of foundation engineering and rectangular pile circular arc plug together equipment.
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, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, the piling wall that not to be Y shape concrete-pile plug together with the mutual circular arc of rectangular concrete pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of can manufacture the Y stake that concrete Y stake and the mutual circular arc of concrete rectangular stake plug together and plugs together equipment with rectangular pile circular arc.
The present invention is achieved through the following technical solutions:
A kind of Y stake plugs together equipment with rectangular pile circular arc, including Y stake pile-formation machine and rectangular pile pile-formation machine.
Y stake pile-formation machine includes following structure: creeping into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with driver four；Creeping into the left front end in bar one bottom and be fixed with pole one, the left end bottom of pole one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driver one；Creeping into bar one bottom right front ends and be fixed with pole two, the right-hand member bottom of pole two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driver two；Creeping into rear end, bar one bottom and be fixed with pole three, the rear end lower of pole three is fixed with vertical rod three, and the lower end of vertical rod three is fixed with driver three；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is provided with a drill bit；It is provided with a power transmission shaft one between driver four and driver one, between driver four and driver two, is provided with a power transmission shaft two, between driver four and driver three, be provided with a power transmission shaft three；Power transmission shaft one, power transmission shaft two, power transmission shaft three are generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms one, and the outer end of each linking arm one fixes a stirring knife one respectively；The left end of driver one and the left front end of driver one export a power transmission shaft four respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft four respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft four respectively, and the outer end of each power transmission shaft four fixes a recessed dise knife respectively.
Rectangular pile pile-formation machine includes following structure: creeping into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end；Creep into bar two 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 two 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, the lower end of each drilling rod is respectively equipped with a drill bit；Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle, a linking arm two is fixed on every middle both sides driving axle respectively, and the outer end of each linking arm two fixes a stirring knife two respectively.
The present invention has following feature:
The present invention can manufacture concrete Y stake and the mutual circular arc of concrete rectangular stake plugs together, the piling wall of cellular distribution, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of Y stake pile-formation machine；
Fig. 2 is the left view of Y stake pile-formation machine；
Fig. 3 is the A A direction view of Fig. 1；
Fig. 4 is the B B view of Fig. 1；
Fig. 5 is the structural representation of rectangular pile pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 is Y stake to be plugged together with rectangular pile circular arc, the cross-sectional view of the pile body of cellular distribution.
In figure: 1, creep into bar one, 2, motor one, 3, driver four, 4, driver one, 5, driver two, 6, pole one, 7, pole two, 8, power transmission shaft one, 9, power transmission shaft two, 10, vertical rod one, 11, vertical rod two, 12, drilling rod, 13, drill bit, 14, stirring knife one, 15, pole three, 16, vertical rod three, 17, driver three, 18, power transmission shaft three, 19, linking arm one, 21, creep into bar two, 22, motor two, 23, driving box three, 24, driving box one, 25, driving box two, 26, transverse arm one, 27, transverse arm two, 28, drive axle, 29, stirring knife two, 30, armstand one, 31, armstand two, 32, power transmission shaft four, 33, recessed dise knife, 36, linking arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes Y stake pile-formation machine and rectangular pile pile-formation machine.
Y stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with driver 43；Creeping into the left front end in bar one bottom and be fixed with pole 1, the left end bottom of pole one is fixed with vertical rod 1, and the lower end of vertical rod one is fixed with driver 1；Creeping into bar one bottom right front ends and be fixed with pole 27, the right-hand member bottom of pole two is fixed with vertical rod 2 11, and the lower end of vertical rod two is fixed with driver 25；Creeping into rear end, bar one bottom and be fixed with pole 3 15, the rear end lower of pole three is fixed with vertical rod 3 16, and the lower end of vertical rod three is fixed with driver 3 17；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is provided with a drill bit 13；It is provided with a power transmission shaft 1 between driver four and driver one, between driver four and driver two, is provided with a power transmission shaft 29, between driver four and driver three, be provided with a power transmission shaft 3 18；Power transmission shaft one, power transmission shaft two, power transmission shaft three are generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms 1, and the outer end of each linking arm one fixes a stirring knife 1 respectively；The left end of driver one and the left front end of driver one export a power transmission shaft 4 32 respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft 4 32 respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft 4 32 respectively, and the outer end of each power transmission shaft four fixes a recessed dise knife 33 respectively.
Y stake pile-formation machine specific works mode is as follows: each drill bit is irrigated water under high pressure by the system that irrigates during work respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four operating, and driver four drives driver one to operate by rotating of power transmission shaft one in operation process, driven driver two to operate by rotating of power transmission shaft two, driven driver three operating by the rotation of power transmission shaft three；The on-stream bit driven respectively through a drilling rod under it under it of driver one, driver two, driver three, driver four；Power transmission shaft one, power transmission shaft two, power transmission shaft three drive stirring knife one to rotate respectively through the rotation of linking arm one thereon in rotation；Each drill bit in rotation by the soil cutting of its underpart, stirring knife one on power transmission shaft one in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver one lower end and two common tangents of the drill bit cylindrical of driver four lower end, stirring knife one on power transmission shaft two in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver two lower end and two common tangents of the drill bit cylindrical of driver four lower end, stirring knife one on power transmission shaft three in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver three lower end and two common tangents of the drill bit cylindrical of driver four lower end；Two power transmission shafts four in driver one drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination in left front portion is become concave arc by these two recessed dise knifes in rotation；Two power transmission shafts four in driver two drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination of right front portion is become concave arc by these two recessed dise knifes in rotation；Two power transmission shafts four in driver three drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination at rear portion is become concave arc by these two recessed dise knifes in rotation；The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar one and is pressed in process downwards and forms left front end, right front ends and rear end is respectively provided with the Y hole of concave arc, casting concrete, formation concrete Y stake in this Y hole.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6；Concrete structure is as follows: creeping into bar 2 21 lower end and be fixed on motor 2 22 upper end, driving box 3 23 upper end is fixed in motor two lower end；Creep into bar two bottom left end and be fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, the lower end of armstand one is fixed with driving box 1, creep into bar two bottom right-hand member and be fixed with transverse arm 2 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 31, and the lower end of armstand two is fixed with driving box 2 25；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 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 28, a linking arm 2 36 is fixed on every middle both sides driving axle respectively, and the outer end of each linking arm two fixes a stirring knife 2 29 respectively.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with grouting pump, during work, each drill bit is injected separately into water under high pressure by grouting pump, motor two drives driving box three operating, and driving box three drives driving box one, driving box two to operate by the rotation of driving axle in operation process；Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation；Two drive axle to drive two linking arms two on each driving axle to drive stirring knife two around drive shaft turns in rotation respectively, unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by stirring knife two in rotation process, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two to be pressed in process downwards and form about one two ends be respectively provided with the rectangular opening of dome arc, casting concrete, formation concrete rectangular stake in this rectangular opening.
The dome arc at rectangular pile two ends is identical with the concave arc of three terminations of Y stake.
Rectangular pile pile-formation machine and Y stake pile-formation machine manufacture circular arc and plug together, the working method of the pile body of cellular distribution is as follows: first in the position needing pile, a concrete Y stake is manufactured according to the working method of above-mentioned Y stake pile-formation machine with Y stake pile-formation machine, left back in the Y stake of this concrete, right back and front are respectively separated the distance of a rectangular pile, manufacture the concrete Y stake of a back to front respectively, the distance of a rectangular pile it is respectively separated in three directions of the plane within angle 120 ° of each concrete Y stake, manufacture the concrete Y stake of a back to front respectively, when the concrete strength of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the concrete Y stake that each two is adjacent, the dome arc making each concrete rectangular stake two ends is fit to a concave arc of the concrete Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes to plug together with multiple concrete mutual circular arcs of Y stake, the pile body of cellular distribution；When the concrete of rectangular pile and the concrete of Y stake all reach some strength, it is closely knit to each cross section that Y stake and rectangular pile are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Claims (2)
1. Y stake and rectangular pile circular arc plug together an equipment, including Y stake pile-formation machine and rectangular pile pile-formation machine, it is characterised in that:
Y stake pile-formation machine concrete structure includes: creeping into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with driver four (3)；Creeping into the left front end in bar one bottom and be fixed with pole one (6), the left end bottom of pole one is fixed with vertical rod one (10), and the lower end of vertical rod one is fixed with driver one (4)；Creeping into bar one bottom right front ends and be fixed with pole two (7), the right-hand member bottom of pole two is fixed with vertical rod two (11), and the lower end of vertical rod two is fixed with driver two (5)；Creeping into rear end, bar one bottom and be fixed with pole three (15), the rear end lower of pole three is fixed with vertical rod three (16), and the lower end of vertical rod three is fixed with driver three (17)；Driver one, driver two, driver three, driver four lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is provided with a drill bit (13)；It is provided with a power transmission shaft one (8) between driver four and driver one, between driver four and driver two, is provided with a power transmission shaft two (9), between driver four and driver three, be provided with a power transmission shaft three (18)；Power transmission shaft one, power transmission shaft two, power transmission shaft three are generally aligned in the same plane, and power transmission shaft one is 120 ° with the angle of power transmission shaft two, power transmission shaft two with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one；The middle part of power transmission shaft one, the middle part of power transmission shaft two and the middle part of power transmission shaft three are respectively symmetrically fixes two linking arms one (19), and the outer end of each linking arm one fixes a stirring knife one (14) respectively；The left end of driver one and the left front end of driver one export a power transmission shaft four (32) respectively, the right-hand member of driver two and the right front ends of driver two export a power transmission shaft four (32) respectively, the left back end of driver three and the right rear end of driver three export a power transmission shaft four (32) respectively, and the outer end of each power transmission shaft four fixes a recessed dise knife (33) respectively；
Y stake pile-formation machine specific works mode: each drill bit is irrigated water under high pressure by the system that irrigates during work respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four operating, and driver four drives driver one to operate by rotating of power transmission shaft one in operation process, driven driver two to operate by rotating of power transmission shaft two, driven driver three operating by the rotation of power transmission shaft three；The on-stream bit driven respectively through a drilling rod under it under it of driver one, driver two, driver three, driver four；Power transmission shaft one, power transmission shaft two, power transmission shaft three drive stirring knife one to rotate respectively through the rotation of linking arm one thereon in rotation；Each drill bit in rotation by the soil cutting of its underpart, stirring knife one on power transmission shaft one in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver one lower end and two common tangents of the drill bit cylindrical of driver four lower end, stirring knife one on power transmission shaft two in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver two lower end and two common tangents of the drill bit cylindrical of driver four lower end, stirring knife one on power transmission shaft three in rotation by the unhewn soil cutting of drill bit between the drill bit cylindrical of driver three lower end and two common tangents of the drill bit cylindrical of driver four lower end；Two power transmission shafts four in driver one drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination in left front portion is become concave arc by these two recessed dise knifes in rotation；Two power transmission shafts four in driver two drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination of right front portion is become concave arc by these two recessed dise knifes in rotation；Two power transmission shafts four in driver three drive a recessed dise knife to rotate respectively in rotation, and the soil cutting of the termination at rear portion is become concave arc by these two recessed dise knifes in rotation；The soil body machined away is mixed in mud, and mud flows out from hole, creeps into bar one and is pressed in process downwards and forms left front end, right front ends and rear end is respectively provided with the Y hole of concave arc, casting concrete, formation concrete Y stake in this Y hole；
Rectangular pile pile-formation machine concrete structure includes: creeping into bar two (21) lower end and be fixed on motor two (22) upper end, driving box three (23) upper end is fixed in motor two lower end；Creep into bar two bottom left end and be fixed with transverse arm one (26), the left end bottom of transverse arm one is fixed with armstand one (30), the lower end of armstand one is fixed with driving box one (24), creep into bar two bottom right-hand member and be fixed with transverse arm two (27), the right-hand member bottom of transverse arm two is fixed with armstand two (31), and the lower end of armstand two is fixed with driving box two (25)；Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13)；It is respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drives axle one (28), a linking arm two (36) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm two fixes a stirring knife two (29) respectively；
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit is injected separately into water under high pressure by grouting pump, motor two drives driving box three operating, and driving box three drives driving box one, driving box two to operate by the rotation of driving axle in operation process；Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is cut by three drill bits in rotation；Two drive axle to drive two linking arms two on each driving axle to drive stirring knife two around drive shaft turns in rotation respectively, unhewn for drill bit between two common tangents of each two drill bit cylindrical earth is cut by stirring knife two in rotation process, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two to be pressed in process downwards and form about one two ends be respectively provided with the rectangular opening of dome arc, casting concrete, formation concrete rectangular stake in this rectangular opening；
Rectangular pile pile-formation machine and Y stake pile-formation machine manufacture circular arc and plug together, the working method of the pile body of cellular distribution is as follows: first in the position needing pile, a concrete Y stake is manufactured according to the working method of above-mentioned Y stake pile-formation machine with Y stake pile-formation machine, left back in the Y stake of this concrete, right back and front are respectively separated the distance of a rectangular pile, manufacture the concrete Y stake of a back to front respectively, the distance of a rectangular pile it is respectively separated in three directions of the plane within angle 120 ° of each concrete Y stake, manufacture the concrete Y stake of a back to front respectively, when the concrete strength of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the concrete Y stake that each two is adjacent, the dome arc making each concrete rectangular stake two ends is fit to a concave arc of the concrete Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes to plug together with multiple concrete mutual circular arcs of Y stake, the pile body of cellular distribution；When the concrete of rectangular pile and the concrete of Y stake all reach some strength, it is closely knit to each cross section that Y stake and rectangular pile are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. Y stake according to claim 1 and rectangular pile circular arc plug together equipment, it is characterised in that: the dome arc at rectangular pile two ends is identical with the concave arc of three terminations of Y stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088824.8A CN105714783A (en) | 2016-02-18 | 2016-02-18 | Arc splicing equipment for Y-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088824.8A CN105714783A (en) | 2016-02-18 | 2016-02-18 | Arc splicing equipment for Y-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105714783A true CN105714783A (en) | 2016-06-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088824.8A Pending CN105714783A (en) | 2016-02-18 | 2016-02-18 | Arc splicing equipment for Y-shaped piles and rectangular piles |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049476A (en) * | 2016-07-06 | 2016-10-26 | 于洋 | Double-insertion wall forming device |
| CN106049477A (en) * | 2016-07-06 | 2016-10-26 | 于洋 | Double-engagement pile wall manufacturing machine |
| CN106049446A (en) * | 2016-07-06 | 2016-10-26 | 于洋 | Fastening combination pile wall forming device |
| CN106088043A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Occlusion Y shape stake stake machine |
| CN106088033A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Interlocking combination piling wall wall-forming device |
| CN106088031A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Snap close combination piling wall wall-forming device |
| CN106088042A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Snap-in Y shape stake stake machine |
| CN106088034A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Eye-splice built pile manufactures device |
| CN106088041A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | Y shape boring machine |
| CN106088032A (en) * | 2016-07-06 | 2016-11-09 | 于洋 | A kind of twin-lock mouth wall-forming device |
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Application publication date: 20160629 |