CN105735267A - V-shaped socket buckling device of herringbone piles and hexagonal piles - Google Patents
V-shaped socket buckling device of herringbone piles and hexagonal piles Download PDFInfo
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- CN105735267A CN105735267A CN201610135451.5A CN201610135451A CN105735267A CN 105735267 A CN105735267 A CN 105735267A CN 201610135451 A CN201610135451 A CN 201610135451A CN 105735267 A CN105735267 A CN 105735267A
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- 239000002689 soil Substances 0.000 claims abstract description 52
- 239000004567 concrete Substances 0.000 claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 5
- 239000002131 composite material Substances 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 85
- 239000004568 cement Substances 0.000 claims description 29
- 238000000034 method Methods 0.000 claims description 17
- 239000011083 cement mortar Substances 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 13
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000005553 drilling Methods 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 9
- 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 2
- 238000005266 casting Methods 0.000 claims description 2
- 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
- 238000005056 compaction 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/165—Shapes polygonal
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a V-shaped socket buckling device of herringbone piles and hexagonal piles. The V-shaped socket buckling device comprises a herringbone pile forming machine and a hexagonal pile forming machine, and is characterized in that a plurality of concrete hexagonal piles and a plurality of cemented soil herringbone piles which are in V-shaped socket buckling and are distributed in a honeycomb shape are manufactured; and when both the concrete of the hexagonal piles and the cemented soil of the herringbone piles reach certain strength, vacuum water absorption is carried out on the soil for compaction in each space which has a hexagonal cross section and is formed through encompassment of the herringbone piles and the hexagonal piles, so that a compact composite foundation is formed.
Description
Technical field
The present invention relates to a kind of pile body and manufacture the herringbone stake and hexagonal piles V-arrangement buckle device that use in device, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, is not the piling wall of soil cement herringbone stake and the mutual V-arrangement eye-splice of concrete hexagonal piles.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of herringbone stake that can manufacture soil cement herringbone stake and the mutual V-arrangement eye-splice of concrete hexagonal piles and hexagonal piles V-arrangement buckle device.
The present invention is achieved through the following technical solutions:
A kind of herringbone stake and hexagonal piles V-arrangement buckle device, including herringbone stake pile-formation machine and hexagonal piles pile-formation machine.
Herringbone 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 one；It is provided with a force transmission shaft one between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft two, between driver four and driver three, be provided with a force transmission shaft three；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms one, and the outer end of each linking arm one fixes a stirring cutter one respectively；The left end of driver one and the left front end of driver one export a force transmission shaft four respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft four respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft four respectively, and the outer end of each force transmission shaft four fixes a triangular knife one respectively.
Hexagonal piles pile-formation machine includes following structure: creeping into the upper end of the lower end fixed motor two of bar two, motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle, and the outer end of each rotation axle fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of soil cement herringbone stake and concrete hexagonal piles mutual V-arrangement eye-splice, 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 herringbone stake pile-formation machine；
Fig. 2 is the left view of herringbone 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 hexagonal piles pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 is the cross-sectional view of herringbone stake and hexagonal piles V-arrangement eye-splice, 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, force transmission shaft one, 9, force transmission shaft two, 10, vertical rod one, 11, vertical rod two, 12, drilling rod, 13, drill bit one, 14, stir cutter one, 15, pole three, 16, vertical rod three, 17, driver three, 18, force transmission shaft three, 19, linking arm one, 22, force transmission shaft four, 23, triangular knife one；31, creep into bar two, 32, motor two, 33, change speed gear box, 34, drill bit two, 35, rotate axle, 36, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes herringbone stake pile-formation machine and hexagonal piles pile-formation machine.
Herringbone 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 1；It is provided with a force transmission shaft 1 between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft 29, between driver four and driver three, be provided with a force transmission shaft 3 18；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms 1, and the outer end of each linking arm one fixes a stirring cutter 1 respectively；The left end of driver one and the left front end of driver one export a force transmission shaft 4 22 respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft 4 22 respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft 4 22 respectively, and the outer end of each force transmission shaft four fixes a triangular knife 1 respectively.
Herringbone stake pile-formation machine specific works mode is as follows: the system that irrigates during work is to each drill bit one grout injection 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 force transmission shaft one in operation process, driven driver two to operate by rotating of force transmission shaft two, driven driver three operating by the rotation of force transmission shaft three；An on-stream drill bit one rotation driven respectively through a drilling rod under it under it of driver one, driver two, driver three, driver four；Force transmission shaft one, force transmission shaft two, force transmission shaft three drive stirring cutter one to rotate respectively through the rotation of linking arm one thereon in rotation；The soil cutting of its underpart is stirred with cement mortar by each drill bit one in rotation, the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver one lower end and driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft one in rotation, the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver two lower end and driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft two in rotation, the unhewn soil cutting of drill bit one between two common tangents of drill bit one cylindrical of drill bit one cylindrical of driver three lower end and driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft three in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Creep into bar one to be pressed in process downwards and form left front end, right front ends and rear end be respectively provided with the soil cement herringbone stake of recessed V-arrangement.
Hexagonal piles pile-formation machine includes the structure in Fig. 5, Fig. 6；Concrete structure is as follows: creeping into the upper end of the lower end fixed motor 2 32 of bar 2 31, motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively.
The specific works mode of hexagonal piles pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, and change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar two and forms hexagonal hole in being pressed into process, casting concrete, formation concrete hexagonal piles in this hexagonal hole.
The convex V-arrangement at each angle of hexagonal piles is identical with the recessed V-arrangement of three terminations of herringbone stake.
nullHexagonal piles pile-formation machine manufactures V-arrangement eye-splice with herringbone stake pile-formation machine、The working method of the pile body of cellular distribution is as follows: in the position needing pile，A soil cement herringbone stake is manufactured according to the working method of above-mentioned herringbone stake pile-formation machine with herringbone stake pile-formation machine，Left front in this soil cement herringbone stake、Right front and rear are respectively separated the distance of a hexagonal piles、Manufacture the soil cement herringbone stake of a back to front respectively，The distance of a hexagonal piles it is respectively separated in three directions of the plane within angle 120 ° of each soil cement herringbone stake、Manufacture the soil cement herringbone stake of a back to front respectively，When the soil cement intensity of herringbone stake reaches a timing，A concrete hexagonal piles is manufactured with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine again between the soil cement herringbone stake that each two is adjacent，The convex V-arrangement making each concrete hexagonal piles two ends is fit to the recessed V-arrangement of the soil cement herringbone stake at these hexagonal piles two ends respectively，So manufacture multiple concrete hexagonal piles and multiple mutual V-arrangement eye-splices of soil cement herringbone stake、The pile body of cellular distribution；When the concrete of hexagonal piles and the soil cement of herringbone stake all reach some strength, it is closely knit to each cross section that herringbone stake and hexagonal piles 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. herringbone stake and a hexagonal piles V-arrangement buckle device, including herringbone stake pile-formation machine and hexagonal piles pile-formation machine, it is characterised in that:
Herringbone 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 force transmission shaft one (8) between driver four and driver one, between driver four and driver two, is provided with a force transmission shaft two (9), between driver four and driver three, be provided with a force transmission shaft three (18)；Force transmission shaft one, force transmission shaft two, force transmission shaft three are generally aligned in the same plane, and force transmission shaft one is 120 ° with the angle of force transmission shaft two, force transmission shaft two with the angle of force transmission shaft three and the angle of force transmission shaft three and force transmission shaft one；The middle part of force transmission shaft one, the middle part of force transmission shaft two and the middle part of force transmission shaft three are respectively symmetrically fixes two linking arms one (19), and the outer end of each linking arm one fixes a stirring cutter one (14) respectively；The left end of driver one and the left front end of driver one export a force transmission shaft four (22) respectively, the right-hand member of driver two and the right front ends of driver two export a force transmission shaft four (22) respectively, the left back end of driver three and the right rear end of driver three export a force transmission shaft four (22) respectively, and the outer end of each force transmission shaft four fixes a triangular knife one (23) respectively；
Herringbone stake pile-formation machine specific works mode: the system that irrigates during work 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 operating, and driver four drives driver one to operate by rotating of force transmission shaft one in operation process, driven driver two to operate by rotating of force transmission shaft two, driven driver three operating by the rotation of force 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；Force transmission shaft one, force transmission shaft two, force transmission shaft three drive stirring cutter one to rotate respectively through the rotation of linking arm one thereon in rotation；The soil cutting of its underpart is stirred with cement mortar by each drill bit in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver one lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft one in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver two lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft two in rotation, the unhewn soil cutting of drill bit between the drill bit cylindrical of driver three lower end and two common tangents of the drill bit cylindrical of driver four lower end is stirred with cement mortar by the cutter one that stirs on force transmission shaft three in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Two force transmission shafts four in 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 mortar are stirred into recessed V-arrangement by these two triangular knifes one in rotation；Creep into bar one to be pressed in process downwards and form left front end, right front ends and rear end be respectively provided with the soil cement herringbone stake of recessed V-arrangement；
Hexagonal piles pile-formation machine concrete structure includes: creeping into the upper end of the lower end fixed motor 2 32 of bar 2 31, motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively；
The specific works mode of hexagonal piles pile-formation machine: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, creeps into bar two and forms hexagonal hole in being pressed into process, casting concrete, formation concrete hexagonal piles in this hexagonal hole；
nullHexagonal piles pile-formation machine manufactures V-arrangement eye-splice with herringbone stake pile-formation machine、The working method of the pile body of cellular distribution is as follows: in the position needing pile，A soil cement herringbone stake is manufactured according to the working method of above-mentioned herringbone stake pile-formation machine with herringbone stake pile-formation machine，Left front in this soil cement herringbone stake、Right front and rear are respectively separated the distance of a hexagonal piles、Manufacture the soil cement herringbone stake of a back to front respectively，The distance of a hexagonal piles it is respectively separated in three directions of the plane within angle 120 ° of each soil cement herringbone stake、Manufacture the soil cement herringbone stake of a back to front respectively，When the soil cement intensity of herringbone stake reaches a timing，A concrete hexagonal piles is manufactured with hexagonal piles pile-formation machine respectively according to the working method of above-mentioned hexagonal piles pile-formation machine again between the soil cement herringbone stake that each two is adjacent，The convex V-arrangement making each concrete hexagonal piles two ends is fit to the recessed V-arrangement of the soil cement herringbone stake at these hexagonal piles two ends respectively，So manufacture multiple concrete hexagonal piles and multiple mutual V-arrangement eye-splices of soil cement herringbone stake、The pile body of cellular distribution；When the concrete of hexagonal piles and the soil cement of herringbone stake all reach some strength, it is closely knit to each cross section that herringbone stake and hexagonal piles are defined to be that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. herringbone stake according to claim 1 and hexagonal piles V-arrangement buckle device, it is characterised in that: the convex V-arrangement at each angle of hexagonal piles is identical with the recessed V-arrangement of three terminations of herringbone stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610135451.5A CN105735267A (en) | 2016-03-10 | 2016-03-10 | V-shaped socket buckling device of herringbone piles and hexagonal piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610135451.5A CN105735267A (en) | 2016-03-10 | 2016-03-10 | V-shaped socket buckling device of herringbone piles and hexagonal piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735267A true CN105735267A (en) | 2016-07-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610135451.5A Withdrawn CN105735267A (en) | 2016-03-10 | 2016-03-10 | V-shaped socket buckling device of herringbone piles and hexagonal piles |
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| Country | Link |
|---|---|
| CN (1) | CN105735267A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649069A (en) * | 2016-03-10 | 2016-06-08 | 李会修 | V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles |
-
2016
- 2016-03-10 CN CN201610135451.5A patent/CN105735267A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649069A (en) * | 2016-03-10 | 2016-06-08 | 李会修 | V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles |
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Application publication date: 20160706 |
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| WW01 | Invention patent application withdrawn after publication |