CN105569018A - V-shaped occlusion equipment for Y-shaped piles and rectangular piles - Google Patents
V-shaped occlusion equipment for Y-shaped piles and rectangular piles Download PDFInfo
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- CN105569018A CN105569018A CN201610088885.4A CN201610088885A CN105569018A CN 105569018 A CN105569018 A CN 105569018A CN 201610088885 A CN201610088885 A CN 201610088885A CN 105569018 A CN105569018 A CN 105569018A
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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 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
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- Piles And Underground Anchors (AREA)
Abstract
The invention discloses V-shaped occlusion equipment for Y-shaped piles and rectangular piles. The V-shaped occlusion equipment comprises a pile forming machine for the Y-shaped piles and a pile forming machine for the rectangular piles, wherein a plurality of manufactured concrete rectangular piles and a plurality of cemented soil Y-shaped piles are in mutual V-shaped occlusion to form piles which are in honeycomb distribution; when concrete of the rectangular piles and the cemented soil of the Y-shaped piles reach certain strength, vacuum water-absorption compaction is respectively carried out on a soil body in a space defined by the Y-shaped piles and the rectangular piles so as to form a compact composite foundation, wherein each section of the space is hexagonal.
Description
Technical field
The present invention relates to the Y stake used in the occlusion of a kind of V-arrangement equipment, particularly a kind of Foundation Design and be engaged equipment with rectangular pile V-arrangement.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the piling wall that Y shape cement earth pile is engaged with the mutual V-arrangement of rectangular concrete pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind ofly can manufacture the Y stake that cement-soil Y stake is engaged with the mutual V-arrangement of concrete rectangular stake and be engaged equipment with rectangular pile V-arrangement.
The present invention is achieved through the following technical solutions:
A kind of Y stake is engaged equipment with rectangular pile V-arrangement, comprises Y stake pile forming machine and rectangular pile pile forming machine.
Y stake pile forming machine comprises following structure: creep into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with driver four; Creep 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; Creep 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; Creep 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; The lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod, and the lower end of each drilling rod is provided with a drill bit; Be provided with a power transmission shaft one between driver four and driver one, between driver four and driver two, be 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 positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one; Two linking arms one are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter one; 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 triangular knife one respectively.
Rectangular pile pile forming machine comprises following structure: creep 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; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Be respectively equipped with a driving shaft one between driving box three and driving box one, between driving box three and driving box two, a linking arm two is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter two; The left end of driving box one and the right-hand member of driving box two export a driving shaft two respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture that cement-soil Y stake is engaged with the mutual V-arrangement of concrete rectangular stake, 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 elevation drawing of Y stake pile forming machine;
Fig. 2 is the left view of Y stake pile forming machine;
Fig. 3 is A-A direction view of Fig. 1;
Fig. 4 is B-B view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is that Y stake is engaged with rectangular pile V-arrangement, 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, stir cutter 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, driving shaft one, 29, stir cutter two, 30, armstand one, 31, armstand two, 32, power transmission shaft four, 33, triangular knife one, 34, driving shaft two, 35, triangular knife two, 36, linking arm two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises Y stake pile forming machine and rectangular pile pile forming machine.
Y stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with driver 43; Creep 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; Creep 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; Creep 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; The lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is provided with a drill bit 13; Be provided with a power transmission shaft 1 between driver four and driver one, between driver four and driver two, be 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 positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one; Two linking arms 1 are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter 1; 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 triangular knife 1 respectively.
Y stake pile forming machine specific works mode is as follows: during work, filling system is to each drill bit grout injection respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four running, and the rotating drive driver one of driver four by power transmission shaft one in operation process operates, operated by the rotating drive driver two of power transmission shaft two, by rotating drive driver three running of power transmission shaft three, the on-stream bit driven respectively by the drilling rod of 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 respectively by the rotation of the linking arm one on it and stir cutter one rotation in rotation, the soil cutting of its underpart and cement paste stir by each drill bit in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver one lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft one in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver two lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft two in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver three lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft three in rotation, two power transmission shafts four on driver one drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination in left front portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, two power transmission shafts four on driver two drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination of right front portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, two power transmission shafts four on driver three drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination at rear portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, creep into bar one to compress into process downwards and form left front end, right front ends and rear end respectively with the cement-soil Y stake of recessed V-arrangement.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: creep 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; The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Be respectively equipped with a driving shaft 1 between driving box three and driving box one, between driving box three and driving box two, a linking arm 2 36 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter 2 29; The left end of driving box one and the right-hand member of driving box two export a driving shaft 2 34 respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a triangular knife 2 35 respectively.
The specific works mode of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with grouting pump, during work, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, and driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process; Driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms two drive on each driving shaft one to stir cutter two around driving shaft one rotation respectively in rotation, stir cutter two and are cut by unhewn for drill bit between two common tangents of every two drill bit cylindricals earth in rotation process; Driving box one drives triangular knife two rotation of left end by the driving shaft two of left end, the soil cutting of left end is become convex V-arrangement by the triangular knife two of left end in rotation, driving box two drives triangular knife two rotation of right-hand member by the driving shaft two of right-hand member, the soil cutting of right-hand member is become convex V-arrangement by the triangular knife two of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two and compress into process formation about one two ends downwards respectively with the rectangular opening of convex V-arrangement, concreting, the stake of formation concrete rectangular in this rectangular opening.
The convex V-arrangement at rectangular pile two ends and the recessed V-arrangement of Y stake three terminations coincide.
Rectangular pile pile forming machine manufactures V-arrangement with Y stake pile forming machine and is engaged, the working method of the pile body of cellular distribution is as follows: first in the position needing pile, cement-soil Y stake is manufactured according to the working method of above-mentioned Y stake pile forming machine with Y stake pile forming machine, in the left back of this cement-soil Y stake, the distance of the rectangular pile in right back and difference interval, front, manufacture the cement-soil Y stake of a back to front respectively, the distance of the rectangular pile in difference interval, three directions of angle 120 ° in the plane of each cement-soil Y stake, manufacture the cement-soil Y stake of a back to front respectively, when the soil cement intensity of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile forming machine respectively according to the working method of above-mentioned rectangular pile pile forming machine again between every two adjacent cement-soil Y stakes, the convex V-arrangement at each concrete rectangular stake two ends is made to be fit to a recessed V-arrangement of the cement-soil Y stake at these rectangular pile two ends respectively, the stake of manufacture like this multiple concrete rectangular is engaged with the mutual V-arrangement of multiple cement-soil Y stake, the pile body of cellular distribution, when the concrete of rectangular pile and the cement-soil of Y stake all reach some strength, it is closely knit that each cross section surrounded Y stake and rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
Claims (2)
1. Y stake is engaged an equipment with rectangular pile V-arrangement, comprises Y stake pile forming machine and rectangular pile pile forming machine, it is characterized in that:
Y stake pile forming machine concrete structure comprises: creep 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); Creep 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); Creep 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); Creep 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); The lower end of driver one, driver two, driver three, driver four is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is provided with a drill bit (13); Be provided with a power transmission shaft one (8) between driver four and driver one, between driver four and driver two, be 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 positioned at same plane, and angle, the power transmission shaft two of power transmission shaft one and power transmission shaft two are 120 ° with the angle of power transmission shaft three and the angle of power transmission shaft three and power transmission shaft one; Two linking arms one (19) are fixed in the middle part of the middle part of power transmission shaft one, the middle part of power transmission shaft two and power transmission shaft three respectively symmetry, and the outer end of each linking arm one is fixed one respectively and stirred cutter one (14); 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 triangular knife one (33) respectively;
Y stake pile forming machine specific works mode: during work, filling system is to each drill bit grout injection respectively, creep into bar one during work to apply downward to creep into power, motor one drives driver four running, and the rotating drive driver one of driver four by power transmission shaft one in operation process operates, operated by the rotating drive driver two of power transmission shaft two, by rotating drive driver three running of power transmission shaft three, the on-stream bit driven respectively by the drilling rod of 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 respectively by the rotation of the linking arm one on it and stir cutter one rotation in rotation, the soil cutting of its underpart and cement paste stir by each drill bit in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver one lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft one in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver two lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft two in rotation, the unhewn soil cutting of drill bit and cement paste between two common tangents of the drill bit cylindrical of the drill bit cylindrical of driver three lower end and driver four lower end stir by the cutter one that stirs on power transmission shaft three in rotation, two power transmission shafts four on driver one drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination in left front portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, two power transmission shafts four on driver two drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination of right front portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, two power transmission shafts four on driver three drive the rotation of a triangular knife one respectively in rotation, and the soil body of the termination at rear portion and cement paste are stirred into recessed V-arrangement by these two triangular knifes one in rotation, creep into bar one to compress into process downwards and form left front end, right front ends and rear end respectively with the cement-soil Y stake of recessed V-arrangement,
Rectangular pile pile forming machine concrete structure comprises: creep 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); The lower end of driving box one, driving box two, driving box three is respectively equipped with a drilling rod (12), and the lower end of each drilling rod is respectively equipped with a drill bit (13); A driving shaft one (28) is respectively equipped with between driving box three and driving box one, between driving box three and driving box two, a linking arm two (36) is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm two is fixed one respectively and stirred cutter two (29); The left end of driving box one and the right-hand member of driving box two export a driving shaft two (34) respectively, and the right-hand member of the left end of the driving shaft two of left end and the driving shaft two of right-hand member fixes a triangular knife two (35) respectively;
The specific works mode of rectangular pile pile forming machine: during work, grouting pump injects water under high pressure respectively to each drill bit, motor two drives driving box three running, and driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process; Driving box one, driving box two, driving box three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end cuts by three drill bits in rotation; Two driving shafts one drive two linking arms two drive on each driving shaft one to stir cutter two around driving shaft one rotation respectively in rotation, stir cutter two and are cut by unhewn for drill bit between two common tangents of every two drill bit cylindricals earth in rotation process; Driving box one drives triangular knife two rotation of left end by the driving shaft two of left end, the soil cutting of left end is become convex V-arrangement by the triangular knife two of left end in rotation, driving box two drives triangular knife two rotation of right-hand member by the driving shaft two of right-hand member, the soil cutting of right-hand member is become convex V-arrangement by the triangular knife two of right-hand member in rotation, the soil body machined away is mixed in mud, mud flows out from hole, creep into bar two and compress into process formation about one two ends downwards respectively with the rectangular opening of convex V-arrangement, concreting, the stake of formation concrete rectangular in this rectangular opening;
Rectangular pile pile forming machine manufactures V-arrangement with Y stake pile forming machine and is engaged, the working method of the pile body of cellular distribution: first in the position needing pile, cement-soil Y stake is manufactured according to the working method of above-mentioned Y stake pile forming machine with Y stake pile forming machine, in the left back of this cement-soil Y stake, the distance of the rectangular pile in right back and difference interval, front, manufacture the cement-soil Y stake of a back to front respectively, the distance of the rectangular pile in difference interval, three directions of angle 120 ° in the plane of each cement-soil Y stake, manufacture the cement-soil Y stake of a back to front respectively, when the soil cement intensity of Y stake reaches a timing, a concrete rectangular stake is manufactured with rectangular pile pile forming machine respectively according to the working method of above-mentioned rectangular pile pile forming machine again between every two adjacent cement-soil Y stakes, the convex V-arrangement at each concrete rectangular stake two ends is made to be fit to a recessed V-arrangement of the cement-soil Y stake at these rectangular pile two ends respectively, the stake of manufacture like this multiple concrete rectangular is engaged with the mutual V-arrangement of multiple cement-soil Y stake, the pile body of cellular distribution, when the concrete of rectangular pile and the cement-soil of Y stake all reach some strength, it is closely knit that each cross section surrounded Y stake and rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
2. Y stake according to claim 1 is engaged equipment with rectangular pile V-arrangement, it is characterized in that: the convex V-arrangement at rectangular pile two ends and the recessed V-arrangement of Y stake three terminations coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088885.4A CN105569018A (en) | 2016-02-18 | 2016-02-18 | V-shaped occlusion equipment for Y-shaped piles and rectangular piles |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088885.4A CN105569018A (en) | 2016-02-18 | 2016-02-18 | V-shaped occlusion equipment for Y-shaped piles and rectangular piles |
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| CN105569018A true CN105569018A (en) | 2016-05-11 |
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| CN201610088885.4A Pending CN105569018A (en) | 2016-02-18 | 2016-02-18 | V-shaped occlusion equipment for Y-shaped piles and rectangular piles |
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| CN106120747A (en) * | 2016-07-13 | 2016-11-16 | 于洋 | Socket Y type rig |
| CN106120753A (en) * | 2016-07-13 | 2016-11-16 | 于洋 | Convex-concave grafting Y type rig |
| CN106120749A (en) * | 2016-07-13 | 2016-11-16 | 于洋 | Occlusion Y type rig |
| CN106120752A (en) * | 2016-07-13 | 2016-11-16 | 于洋 | Grafting Y type rig |
| CN106120750A (en) * | 2016-07-13 | 2016-11-16 | 于洋 | Interlocking Y type rig |
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Application publication date: 20160511 |