CN105569002A - Y-type pile and rectangular pile semicircular eye-splice equipment - Google Patents
Y-type pile and rectangular pile semicircular eye-splice equipment Download PDFInfo
- Publication number
- CN105569002A CN105569002A CN201610088846.4A CN201610088846A CN105569002A CN 105569002 A CN105569002 A CN 105569002A CN 201610088846 A CN201610088846 A CN 201610088846A CN 105569002 A CN105569002 A CN 105569002A
- Authority
- CN
- China
- Prior art keywords
- driver
- pile
- stake
- fixed
- driving box
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 38
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 239000004568 cement Substances 0.000 claims abstract description 15
- 238000004519 manufacturing process Methods 0.000 claims abstract description 11
- 238000009826 distribution Methods 0.000 claims abstract description 7
- 239000002131 composite material Substances 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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 16
- 238000005520 cutting process Methods 0.000 claims description 8
- 230000001413 cellular effect Effects 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 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
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E02D2200/1607—Shapes round, e.g. circle
-
- 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)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Y-type pile and rectangular pile semicircular eye-splice equipment comprises a Y-type pile forming machine and a rectangular pile forming machine, and is used for manufacturing a pile body in which a plurality of concrete rectangular piles and a plurality of cement-soil Y-type piles are in mutual semicircular eye-splicing and honeycomb-shaped distribution; and when the concrete of the rectangular piles and the cement soil of the Y-type piles reach a certain intensity, vacuum water absorption and compacting are respectively performed on a soil body inside each hexagonal space defined by the Y-type piles and the rectangular piles, therefore, a compact composite foundation is formed.
Description
Technical field
The present invention relates to the Y stake and rectangular pile semicircle eye-splice equipment that use in a kind of semicircle eye-splice equipment, particularly a kind of Foundation Design.
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 Y shape cement earth pile and rectangular concrete pile mutual semicircle eye-splice piling wall.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of Y stake and the rectangular pile semicircle eye-splice equipment that can manufacture Y shape cement soil pile and the mutual semicircle eye-splice of Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of Y stake and rectangular pile semicircle eye-splice equipment, comprise 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; Three power transmission shafts are positioned at same plane, and the angle between two adjacent power transmission shafts is 120 °; Two linking arms one are fixed in the middle part of every root power transmission shaft respectively symmetry, each linking arm one fixes one respectively and stirs cutter one; The rear end of the left front end of driver one, the right front ends of driver two and driver three exports a power transmission shaft four respectively, and the outer end of each power transmission shaft four fixes one and half dise knifes 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 right back of driving box two and right front export a driving shaft two respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife respectively; The left back of driving box one and left front export a driving shaft two respectively, and the left end of this each driving shaft two fixes a recessed dise knife respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of the eye-splice stake of cement-soil Y shape and the eye-splice of concrete rectangular eye-splice stake mutual semicircle, 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 the cross-sectional view of pile body of Y shape eye-splice stake and the eye-splice of rectangle eye-splice stake semicircle, 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, 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, driving shaft one, 29, stir cutter two, 30, armstand one, 31, armstand two, 32, driving shaft two, 33, recessed dise knife, 34, half 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 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; Three power transmission shafts are positioned at same plane, and the angle between two adjacent power transmission shafts is 120 °; Two linking arms 1 are fixed in the middle part of every root power transmission shaft respectively symmetry, each linking arm one fixes one respectively and stirs cutter 1; The rear end of the left front end of driver one, the right front ends of driver two and driver three exports a power transmission shaft 4 20 respectively, and the outer end of each power transmission shaft four fixes one and half dise knifes 34 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, stir cutter one and the unhewn soil cutting of drill bit and cement paste between two common tangents of adjacent two cylinder cylindricals are stirred in rotation; Driver one, driver two, driver three drive a power transmission shaft four to drive a semicircle swivel to move respectively, left front end, right front ends and rear end are stirred into convex semicircle respectively by three and half dise knifes in rotation, creep into bar one and compress into process formation left front end, right front ends and rear end Y shape cement earth pile with convex semicircle downwards.
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 right back of driving box two and right front export a driving shaft 2 32 respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife 33 respectively; The left back of driving box one and left front export a driving shaft 2 32 respectively, and the left end of this each driving shaft two fixes a recessed dise knife 33 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, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process; Driving box one drives the relative synchronous axial system of driving shaft two of the driving shaft two of left back and left front respectively 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 in rotation process, unhewn for drill bit between two common tangents of every two drill bit cylindricals earth to be cut, two driving shafts two of right-hand member drive the recessed dise knife on two of right-hand member driving shafts two to rotate respectively in rotation, and the soil cutting of the termination of right part is become recessed semicircle by two recessed dise knifes of right-hand member in rotation; Two driving shafts two of left end drive the recessed dise knife on two of left end driving shafts two to rotate respectively in rotation, and the soil cutting of the termination of left part is become recessed semicircle by two recessed dise knifes of left end in rotation; The soil body cut is mixed in mud, and mud flows out from hole, creeps into bar two and compresses into process formation about one two ends downwards respectively with the rectangular opening of recessed semicircle, concreting, the stake of formation concrete rectangular in this hole.
The recessed semicircle at rectangular pile two ends and the convex semicircle of Y stake three terminations coincide.
Rectangular pile pile forming machine and Y stake pile forming machine manufacture semicircle eye-splice, 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 recessed semicircle at each concrete rectangular stake two ends is made to be fit to a convex semicircle of the cement-soil Y stake at these rectangular pile two ends respectively, manufacture like this multiple concrete rectangular stake and the mutual semicircle eye-splice 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 earth in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
Claims (2)
1. Y stake and a rectangular pile semicircle eye-splice equipment, 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); Three power transmission shafts are positioned at same plane, and the angle between two adjacent power transmission shafts is 120 °; Two linking arms one (19) are fixed in the middle part of every root power transmission shaft respectively symmetry, each linking arm one are fixed respectively one and stir cutter one (14); The rear end of the left front end of driver one, the right front ends of driver two and driver three exports a power transmission shaft four (20) respectively, and the outer end of each power transmission shaft four fixes one and half dise knifes (34) 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, stir cutter one and the unhewn soil cutting of drill bit and cement paste between two common tangents of adjacent two cylinder cylindricals are stirred in rotation; Driver one, driver two, driver three drive a power transmission shaft four to drive a semicircle swivel to move respectively, left front end, right front ends and rear end are stirred into convex semicircle respectively by three and half dise knifes in rotation, creep into bar one and compress into process downwards and form a right front ends and the rear end Y shape cement earth pile with convex semicircle;
The concrete structure of rectangular pile pile forming machine 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 right back of driving box two and right front export a driving shaft two (32) respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife (33) respectively; The left back of driving box one and left front export a driving shaft two (32) respectively, and the left end of this each driving shaft two fixes a recessed dise knife (33) respectively;
The specific works mode of rectangular pile pile forming machine: 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, driving box three is operated by the rotating drive driving box one of driving shaft one, driving box two in operation process, and driving box two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process; Driving box one drives the relative synchronous axial system of driving shaft two of the driving shaft two of left back and left front respectively 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 in rotation process, unhewn for drill bit between two common tangents of every two drill bit cylindricals earth to be cut, two driving shafts two of right-hand member drive the recessed dise knife on two of right-hand member driving shafts two to rotate respectively in rotation, and the soil cutting of the termination of right part is become recessed semicircle by two recessed dise knifes of right-hand member in rotation; Two driving shafts two of left end drive the recessed dise knife on two of left end driving shafts two to rotate respectively in rotation, and the soil cutting of the termination of left part is become recessed semicircle by two recessed dise knifes of left end in rotation; The soil body cut is mixed in mud, and mud flows out from hole, creeps into bar two and compresses into process formation about one two ends downwards respectively with the rectangular opening of recessed semicircle, concreting, the stake of formation concrete rectangular in this hole;
Rectangular pile pile forming machine and Y stake pile forming machine manufacture semicircle eye-splice, the working method of the cement soil pile 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 recessed semicircle at each concrete rectangular stake two ends is made to be fit to a convex semicircle of the cement-soil Y stake at these rectangular pile two ends respectively, manufacture like this multiple concrete rectangular stake and the mutual semicircle eye-splice 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 earth in hexagonal space carries out vacuum dehydration respectively, so forms closely knit composite foundation.
2. Y stake according to claim 1 and rectangular pile semicircle eye-splice equipment, is characterized in that: the recessed semicircle at rectangular pile two ends and the convex semicircle of Y stake three terminations coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088846.4A CN105569002A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile semicircular eye-splice equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088846.4A CN105569002A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile semicircular eye-splice equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105569002A true CN105569002A (en) | 2016-05-11 |
Family
ID=55879589
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088846.4A Withdrawn CN105569002A (en) | 2016-02-18 | 2016-02-18 | Y-type pile and rectangular pile semicircular eye-splice equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105569002A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569014A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Semicircular locking equipment for Y-shaped piles and rectangular piles |
| CN105586885A (en) * | 2016-02-18 | 2016-05-18 | 韩希鹏 | Arc buckling device for Y-shaped piles and rectangular piles |
-
2016
- 2016-02-18 CN CN201610088846.4A patent/CN105569002A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569014A (en) * | 2016-02-18 | 2016-05-11 | 宗琪 | Semicircular locking equipment for Y-shaped piles and rectangular piles |
| CN105586885A (en) * | 2016-02-18 | 2016-05-18 | 韩希鹏 | Arc buckling device for Y-shaped piles and rectangular piles |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105464095A (en) | V-shaped latching equipment for rectangular piles and H-shaped piles | |
| CN105569018A (en) | V-shaped occlusion equipment for Y-shaped piles and rectangular piles | |
| CN105568996A (en) | Y-type pile and rectangular pile ladder-type matching equipment | |
| CN105586963A (en) | Triangular pile and rectangular pile locking and buckling equipment | |
| CN105586964A (en) | Triangular pile and rectangular pile inserting and buckling equipment | |
| CN105507242A (en) | Trapezoidal buckling equipment with H-shaped piles and rectangular piles | |
| CN105569002A (en) | Y-type pile and rectangular pile semicircular eye-splice equipment | |
| CN105569015A (en) | Circular-arc locking equipment for Y-shaped piles and rectangular piles | |
| CN105586891A (en) | Semicircular inserting and connecting device for Y-shaped piles and rectangular piles | |
| CN105714797A (en) | Y pile and rectangular pile semicircle latching equipment | |
| CN105586905A (en) | Y pile and rectangular pile circular-arc inserting and buckling equipment | |
| CN105714787A (en) | Y pile and rectangular pile V-shaped locking and buckling equipment | |
| CN105586890A (en) | V-shaped inserting and connecting device for Y-shaped piles and rectangular piles | |
| CN105464080A (en) | V-shaped locking equipment for H piles and rectangular piles | |
| CN105507243A (en) | Trapezoidal buckling equipment with H-shaped piles and rectangular piles | |
| CN105507295A (en) | Semicircular inserting and buckling equipment for piles shaped like Greek letter 'pi' and rectangular piles | |
| CN105569014A (en) | Semicircular locking equipment for Y-shaped piles and rectangular piles | |
| CN105568999A (en) | Y-type pile and rectangular pile ladder-type buckling equipment | |
| CN105569035A (en) | Equipment for buckling Y-shaped piles and rhombic piles in V-shaped mode | |
| CN105735268A (en) | V-shaped occlusion device of herringbone piles and rhombic piles | |
| CN105569016A (en) | Rectangular jointing equipment for X-shaped piles and rectangular piles | |
| CN105714788A (en) | Y pile and rectangular pile rectangular inserting and buckling equipment | |
| CN105569012A (en) | Trapezoidal splicing equipment for X-shaped piles and rectangular piles | |
| CN105507267A (en) | Arc locking equipment with cross piles and rectangular piles | |
| CN105569003A (en) | X-type pile and rectangular pile arc mouth locking equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160511 |