CN105672279A - Y pile and rectangular pile rectangular locking equipment - Google Patents
Y pile and rectangular pile rectangular locking equipment Download PDFInfo
- Publication number
- CN105672279A CN105672279A CN201610088876.5A CN201610088876A CN105672279A CN 105672279 A CN105672279 A CN 105672279A CN 201610088876 A CN201610088876 A CN 201610088876A CN 105672279 A CN105672279 A CN 105672279A
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- 239000004567 concrete Substances 0.000 claims abstract description 48
- 239000002689 soil Substances 0.000 claims abstract description 17
- 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 42
- 238000000034 method Methods 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 17
- 238000003756 stirring Methods 0.000 claims description 17
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 230000001413 cellular effect Effects 0.000 claims description 6
- 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
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
- 238000005056 compaction Methods 0.000 abstract 1
- 239000004568 cement Substances 0.000 description 4
- 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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses Y pile and rectangular pile rectangular locking equipment. The Y pile and rectangular pile rectangular locking equipment comprises a Y pile forming machine and a rectangular pile forming machine; piles for mutual rectangular locking of multiple concrete rectangular piles and multiple concrete Y piles and distributed in a honeycomb form are manufactured; and when concrete of the rectangular piles and the Y piles reaches a certain strength, the vacuum water sucking compaction is respectively performed for soil in each hexagonal space surrounded by the Y piles and the rectangular piles to form a dense composite foundation.
Description
Technical field
The present invention relates to the Y stake and rectangular pile rectangle fore shaft equipment that use in a kind of rectangle fore shaft equipment, 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, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not Y shape concrete-pile and the mutual rectangle fore shaft piling wall of rectangular concrete pile.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of Y stake that can manufacture Y shape concrete pile body and the mutual rectangle fore shaft of Rectangular Concrete pile body and rectangular pile rectangle fore shaft equipment.
The present invention is achieved through the following technical solutions:
A kind of Y stake and rectangular pile rectangle fore shaft equipment, 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; Three power transmission shafts are generally aligned in the same plane, and the adjacent angle between two power transmission shafts is 120 °; The middle part of every power transmission shaft is respectively symmetrically fixes two linking arms one, and each linking arm one is fixed a stirring knife one respectively; The left front end of driver one, the right front ends of driver two and the rear end of driver three export a power transmission shaft four respectively, and the outer end of each power transmission shaft four fixes a rectangle cutter two 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 one, a linking arm two 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 respectively; The right back of driving box two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a rectangle cutter one respectively; The left back of driving box one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a rectangle cutter one respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of concrete Y shape locking notch pile and concrete rectangular locking notch pile mutual rectangle fore shaft, 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 the cross-sectional view of Y shape locking notch pile and rectangle locking notch pile rectangle fore shaft, 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, 20, power transmission shaft four, 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 one, 29, stirring knife two, 30, armstand one, 31, armstand two, 32, drive axle two, 33, rectangle cutter one, 34, rectangle cutter 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 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; Three power transmission shafts are generally aligned in the same plane, and the adjacent angle between two power transmission shafts is 120 °; The middle part of every power transmission shaft is respectively symmetrically fixes two linking arms 1, and each linking arm one is fixed a stirring knife 1 respectively;The left front end of driver one, the right front ends of driver two and the rear end of driver three export a power transmission shaft 4 20 respectively, and the outer end of each power transmission shaft four fixes a rectangle cutter 2 34 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 in rotation by the unhewn soil cutting of drill bit between two common tangents of two adjacent cylinder cylindricals; Driver one, driver two, driver three drive a power transmission shaft four to drive a rectangle swivel to move respectively, left front end, right front ends and rear end are cut into convex rectangle respectively by three rectangle cuttves two in rotation, the soil body of cutting is mixed in mud, mud flows out from hole, creep into bar one to be pressed in process downwards and form a left front end, right front ends and the rear end Y shape hole with convex rectangle, casting concrete, formation concrete Y shape stake in this 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 1, a linking arm 2 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 2 29 respectively; The right back of driving box two and right front export one respectively and drive axle 2 32, and the right-hand member of this each driving axle two fixes a rectangle cutter 1 respectively; The left back of driving box one and left front export one respectively and drive axle 2 32, and the left end of this each driving axle two fixes a rectangle cutter 1 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, 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 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 one to drive two linking arms two on each driving axle one to drive stirring knife two around driving axle one rotation 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, two of right-hand member drive axle two to drive two rectangle cutter one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed rectangle by two rectangle cuttves one of right-hand member in rotation; Two of left end drive axle two to drive two rectangle cutter one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed rectangle by two rectangle cuttves one of left end in rotation; The soil body of cutting is mixed in mud, and mud flows out from hole, creeps into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the rectangle rectangular opening of recessed rectangle, casting concrete, formation concrete rectangular stake in this hole.
The recessed rectangle at rectangular pile two ends is identical with the convex rectangle of three terminations of Y stake.
Rectangular pile pile-formation machine manufactures rectangle fore shaft with Y stake pile-formation machine, 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 recessed rectangle making each concrete rectangular stake two ends is fit to a convex rectangle of the concrete Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes and multiple mutual rectangle fore shafts of concrete 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 a rectangular pile rectangle fore shaft 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); Three power transmission shafts are generally aligned in the same plane, and the adjacent angle between two power transmission shafts is 120 °; The middle part of every power transmission shaft is respectively symmetrically fixes two linking arms one (19), and each linking arm one is fixed a stirring knife one (14) respectively; The left front end of driver one, the right front ends of driver two and the rear end of driver three export a power transmission shaft four (20) respectively, and the outer end of each power transmission shaft four fixes a rectangle cutter two (34) 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 in rotation by the unhewn soil cutting of drill bit between two common tangents of two adjacent cylinder cylindricals; Driver one, driver two, driver three drive a power transmission shaft four to drive a rectangle swivel to move respectively, left front end, right front ends and rear end are cut into convex rectangle respectively by three rectangle cuttves two in rotation, the soil body of cutting is mixed in mud, mud flows out from hole, creep into bar one to be pressed in process downwards and form a left front end, right front ends and the rear end Y shape hole with convex rectangle, casting concrete, formation concrete Y shape stake in this hole;
The concrete structure of rectangular pile pile-formation machine 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 right back of driving box two and right front export one respectively and drive axle two (32), and the right-hand member of this each driving axle two fixes a rectangle cutter one (33) respectively; The left back of driving box one and left front export one respectively and drive axle two (32), and the left end of this each driving axle two fixes a rectangle cutter one (33) respectively;
The specific works mode of rectangular pile pile-formation machine: 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, driving box three passes through to drive the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box two drives the axle two that drives of right back to drive driving axle two synchronous axial system relative to the driving axle two of left front of left back in operation process respectively with the axle two relative synchronous axial system driving box one that drives of right front respectively 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 one to drive two linking arms two on each driving axle one to drive stirring knife two around driving axle one rotation 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, two of right-hand member drive axle two to drive two rectangle cutter one rotations driven on axle two of right-hand member in rotation respectively, and the soil cutting of the termination of right part is become recessed rectangle by two rectangle cuttves one of right-hand member in rotation; Two of left end drive axle two to drive two rectangle cutter one rotations driven on axle two of left end in rotation respectively, and the soil cutting of the termination of left part is become recessed rectangle by two rectangle cuttves one of left end in rotation; The soil body of cutting is mixed in mud, and mud flows out from hole, creeps into bar two and is pressed in process downwards and forms about one two ends is respectively provided with the rectangle rectangular opening of recessed rectangle, casting concrete, formation concrete rectangular stake in this hole;
Rectangular pile pile-formation machine manufactures rectangle fore shaft with Y stake pile-formation machine, 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 recessed rectangle making each concrete rectangular stake two ends is fit to a convex rectangle of the concrete Y stake at these rectangular pile two ends respectively, so manufacture multiple concrete rectangular stakes and multiple mutual rectangle fore shafts of concrete 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 rectangle fore shaft equipment, it is characterised in that: the recessed rectangle at rectangular pile two ends is identical with the convex rectangle of three terminations of Y stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088876.5A CN105672279A (en) | 2016-02-18 | 2016-02-18 | Y pile and rectangular pile rectangular locking equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088876.5A CN105672279A (en) | 2016-02-18 | 2016-02-18 | Y pile and rectangular pile rectangular locking equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105672279A true CN105672279A (en) | 2016-06-15 |
Family
ID=56304497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088876.5A Withdrawn CN105672279A (en) | 2016-02-18 | 2016-02-18 | Y pile and rectangular pile rectangular locking equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105672279A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105133587A (en) * | 2015-08-09 | 2015-12-09 | 张璐 | Y-shaped cemented soil pile forming equipment |
| CN105586899A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Rectangular jointing equipment for Y piles and rectangular piles |
| CN105586902A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Rectangular plugging equipment for Y piles and rectangular piles |
| CN105649530A (en) * | 2016-02-18 | 2016-06-08 | 李会修 | Rectangular engagement equipment for Y-shaped piles and rectangular piles |
| CN105714788A (en) * | 2016-02-18 | 2016-06-29 | 李会修 | Y pile and rectangular pile rectangular inserting and buckling equipment |
| CN105714776A (en) * | 2016-02-18 | 2016-06-29 | 韩希鹏 | Rectangular splicing equipment for Y-shaped piles and rectangular piles |
| CN105714792A (en) * | 2016-02-18 | 2016-06-29 | 宗琪 | Y pile and rectangular pile rectangular buckling equipment |
-
2016
- 2016-02-18 CN CN201610088876.5A patent/CN105672279A/en not_active Withdrawn
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105133587A (en) * | 2015-08-09 | 2015-12-09 | 张璐 | Y-shaped cemented soil pile forming equipment |
| CN105586899A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Rectangular jointing equipment for Y piles and rectangular piles |
| CN105586902A (en) * | 2016-02-18 | 2016-05-18 | 吕文娥 | Rectangular plugging equipment for Y piles and rectangular piles |
| CN105649530A (en) * | 2016-02-18 | 2016-06-08 | 李会修 | Rectangular engagement equipment for Y-shaped piles and rectangular piles |
| CN105714788A (en) * | 2016-02-18 | 2016-06-29 | 李会修 | Y pile and rectangular pile rectangular inserting and buckling equipment |
| CN105714776A (en) * | 2016-02-18 | 2016-06-29 | 韩希鹏 | Rectangular splicing equipment for Y-shaped piles and rectangular piles |
| CN105714792A (en) * | 2016-02-18 | 2016-06-29 | 宗琪 | Y pile and rectangular pile rectangular buckling equipment |
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Application publication date: 20160615 |